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WATER RESOURCE MANAGEMENT WITH REFERENCE TO SHIVAPURI WATERSHED AREA, KATHMANDU, NEPAL Dissertation submitted in partial fulfillment of the requirements for the Degree of Bachelor of Science (Environmental Science) Sarbajit Gurung DEPARTMENT OF ENVIRONMENTAL SCIENCE ST. XAVIER'S COLLEGE (AFFILIATED TO KATHMANDU UNIVERSITY) KATHMANDU, NEPAL JUNE, 2001

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Page 1: WATER RESOURCE MANAGEMENT WITH REFERENCE …sarbajitgurung.net76.net/open_research/BSc_thesis.pdf · WATER RESOURCE MANAGEMENT WITH REFERENCE TO SHIVAPURI WATERSHED AREA, KATHMANDU,

WATER RESOURCE MANAGEMENT WITH

REFERENCE TO SHIVAPURI WATERSHED AREA,

KATHMANDU, NEPAL

Dissertation submitted in partial fulfillment of the requirements for the Degree of

Bachelor of Science (Environmental Science)

Sarbajit Gurung

DEPARTMENT OF ENVIRONMENTAL SCIENCE

ST. XAVIER'S COLLEGE

(AFFILIATED TO KATHMANDU UNIVERSITY)

KATHMANDU, NEPAL

JUNE, 2001

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Acknowledgement

This dissertation is bolstered by some patronage, guidance, perspiration and lot of inspiration. It

is time to offer my high regards to my patrons and peers. I would like to appreciate

Fr.T.M.Joseph,S.J (campus chief), Fr. Larry Brooks,S.J (Associate Campus chief and Head of

department of Environmental Science), Mr. K.B. Thapa (Professor), Mr. Ranjan Dahal (lecturer)

and Miss Soni Mulmi (lecturer) for being a constant source of inspiration. The Department of

Environmental Science needs special acknowledgement.

I acknowledge my respected supervisor Mr. Prabhakar Pant for his unparalleled guidance and

meticulous support all through the research work, especially in compiling this report.

I would like to commemorate SWWR for letting me undertake research inside the protected area.

I express my in-depth gratitude to Mr. Prakash Mathema (chief technologist, DSCWM),Hari

Prakash Dhakal (Deputy Manager, Mahankalchour, NWSC), Mr. Dipak Gyawli (water

specialist) and Chandra Lal Nakarmi (Deputy Manager, Tripureshwor, NWSC) for their valuable

suggestion and immense help. I would also like to thank the library staffs of ICIMOD, IUCN,

MOF and DSCWM.

I offer my sincere regards to all the teaching and non-teaching staff of St. Xavier's college. My

special appreciation goes to my parents, sisters, friends, and seniors who assisted me with my

dissertation and without whom the project would have been a mess.

Sarbajit Gurung

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Table of Contents 1.0 INTRODUCTION

1.1 Introduction

1.2 General background

1.3 Description of the project area

1.4 Objective of the study

1.5 Scope

1.6 Limitations of the study

2.0 REVIEW OF LITERATURE

3.0 METHODOLOGY

4.0 OVERVIEW OF PRESENT SOCIO-ECONOMIC STATUS OF SHIVAPURI

WATERSHED AREA

4.1 Population

4.2 Literacy status

4.3 Land use Pattern

4.4 Area, Production and yield of major crops

5.0 WATER RESOURCE ACT, 2049-AN ACT MADE

FOR SUSTAINABLE WATER RESOURCE MANAGEMENT

6.0 RESULTS AND DISCUSSIONS:

6.1 Introduction

6.2 Socio-economic study of Approached Sites

6.3 Water resource from Shivapuri Watershed and Wildlife reserve

6.4 Utilization of water resource inside the valley

6.5 Nepal Water Supply Corporation (NWSC) - an overview

6.6 Conservation of water resource

6.6.1 Water Harvesting

6.6.2 Grey Water Treatment: an option for water recycling

6.6.3 Creating Pubic awareness for conservation of water

6.7 Melamchi: an alternative water source to Kathmandu valley

6.8 Integrated water resource management

7.0 SUMMARY

8.0 CONCLUSIONS AND RECOMMENDATIONS

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Abstract

The Shivapuri watershed situated at the north end of the Kathmandu valley is an important

catchment supplying most of the water demand in the Kathmandu valley. Due to intense

vegetation cover, there are many springs, streams, tributaries and rivers in this area. Water

supply is adequate during monsoon and scarce during the driest month. Water conservation

practice in this area is poor. NWSC is an organization, which was set up to serve the people with

potable drinking water and well managed sewerage system. NWSC is able to fulfill 29.5 million

liter of water per day, while the demand in the valley is 140 million liter per day and there are

many problems faced by NWSC. The study revealed that water harvesting and Greywater

treatment technology could serve as major alternatives for integrated water resource

management, which has been found feasible in case of Kathmandu valley. Further; 'Melamchi' is

also an alternative to supply water to the valley people, however, several problems are associated

with it. Although sustainability of water resource is becoming more and more difficult goal to

achieve, integrated water resource management is increasingly seen as an answer to this

challenge.

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List of Acronyms and Abbreviations

DSCWM: Department of Soil Conservation and Watershed Management

ha : hector (1 ha = 20 ropanies)

HMG: His Majesty's Government

ICIMOD: International Center for Integrated Mountaineering Development

Khola: stream

MOF: Ministry of Forestry

NGO: Non-Government organization

NWSC: Nepal Water Supply Corporation

NWSSC: Nepal Water Supply and Sanitation Corporation

SWWR: Shivapuri Watershed and Wildlife Reserve

SIWDP: Shivapuri Integrated Watershed Development Project

VDC: Village Development Committee

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CHAPTER-1: INTRODUCTION

1.1 INTRODUCTION

Water is one of the most important resources available to living beings in their daily life. Water

is life and we can't imagine our life without water. Proper utilization of water and its

conservation is imperative to meet all the demands of the population as well as for environmental

protection.

Traditionally, water resource management has been based upon the recognition that relationship

exists between the quality and quantity of water flowing from a watershed. Water resource

management is a term-of-art used to describe the ways in which environmental elements of a

watershed may be manipulated to maintain a reliable flow of high-quality water. By identifying

specific relationship between water and environmental elements, water resource management

seeks either to modify or maintain the timing, volume, location or quality of water supplies

(Alford 1989).

This report is based on field study conducted in Shivapuri watershed area, as it is the most

important catchment for drinking water supply in Kathmandu. At present there is a huge scarcity

of water inside the Kathmandu valley. This study is based on the socio-economic study of the

Shivapuri watershed area via western, mid and eastern approach. The study also includes

acquisition, collection, distribution, conservation and alternatives of water resource to the valley

people.

1.2 GENERAL BACKGROUND

Mountain watershed in Nepal occupies a permanent place in the geographical and economic

setting of the country. They account for 68% of the total area and serve as homeland for 60% of

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the total population. Natural resource provided by the watershed ecosystem is the main sources

of livelihood of the majority of the rural population. Watershed area comprises the entire land

and water surface with the confines of a drainage divided more and more therefore, this had

become recognized at the dividing line between so called small watershed and large areas that

are approximately termed river basins. The utilization of watershed is beyond its carrying

capacity to provide food, fiber and shelter for the exploiting population has resulted in its

deterioration in most part of the world (FAO 1985). The Shivapuri watershed area was declared

as a watershed and wildlife reserve in 1976 due to the problem of soil erosion caused by

deforestation, overgrazing & cultivation on step slopes. The project area excels in biodiversity

and scenic beauty. The vegetation varies from tropical sal forest in the north near Likhu khola

and the sub-tropical vegetation in the southern foothills of the Shivapuri with species like Alnus

schima, castanopsis & Pinus sps to the temperate forest of Quercus semicarpifolia on the top of

the watershed within a small area of 2.16 km.

1.3. DESCRIPTION OF PROJECT AREA

1.3.1. SHIVAPURI WATRSHED AND WILDLIFE RESERVE

Covering an area of 144 sq. km., Shivapuri watershed & wildlife reserve is the major watershed

catchment area that provides drinking water to Kathmandu valley. Out of this area, 122 sq km. is

a reserve area. It was declared as a protected area for wildlife and water production purpose in

1985. The development activities in the reserve area are conducted by the Shivapuri watershed

and wildlife reserve, and are directly handled by Ministry of Forest and Soil Conservation. Water

tapped from Bagmati, Bishnumati, Nagmati, Shyalmati and many several other streams is

channeled through pipelines from reserves situated at Sundarijal, Panimuhan, Tokha, Alle,

Dhakel chaur and Paanch Mane. Water from different streams is also used for irrigation purpose

in the surrounding villages. Shivapuri watershed fulfils approximately 21% to 22% of the total

drinking water demand of the Kathmandu valley (NWSSC, 1997).

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1.3.2. LOCATION

The Shivapuri watershed situated at the north end of the Kathmandu valley is an important water

catchment supplying most of the water demand of the Kathmandu valley. The watershed is

situated at the congruence of three districts of Nepal's Central Development (CDR). It is cradled

by the northern part of Kathmandu district, the southern part of Nuwakot district and the western

part of Shindupalchowk district. At an altitudinal climb of 1600 and 2500 meters above the sea

level, it lies between 27°45' to 27°52' N latitude and 85°15' to 85°30' S longitude. With the

coverage of about 215 sq km., the watershed area stretches between 8 and 10 km from the north

to south and about 20 to 24 km from east to west. A peripheral wall surrounding its reaches

demarcates the protected area of 97.36 sq. km.

1.3.3. ADMINISTRATION

The study area covering part of Kathmandu, Nuwakot and Sindhupalchowk districts of the

Central Development Region has 216.01 sq.km. The Shivapuri watershed and wildlife reserve

contains 25-village development committee (VDCs); 14 VDCs of Kathmandu, 9 VDCs of

Nuwakot and 2 VDCs of Sindhupalchowk districts.

1.3.4. CLIMATE

The climate is sub-tropical and warm temperature. The maximum and minimum temperature

recorded at Kakani (2,066 m) are 22.7°c in May and 0.3°c in December / January (1972 to 1990).

The mean annual precipitation for the same period is 2,727 mm, mostly occurring between June

and September (Shivapuri Management Plan, 1995).

1.3.5. TOPOGRAPHY

Shivapuri area has a steep mountainous topography where more than half of the land has 30 %

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slope or even more. The altitude ranges from 1,400m to 2,732m above the mean sea level. The

width of terraces varies from place to place, even within the parcel, depending on geology and

forms of terrain. The slope categories in SWWR are shown in the following table below:

Slope class in degree Area in

hectares

(ha)

Percentage

0 to 3 1,063 5

3 to 15 1,315 7.2

15 to 30 3,252 15.3

30 to 60 12,887 60.8

More than 60 2,483 11.7

Source: Natural Resource Management Plan, SWWR (1994)

1.3.6. VEGETATION:

According to Amatya (1993), Shivapuri watershed area has broadly six types of forests.

a) Sal forest,

b) Terai hardwood forest

c) Lower slope mixed hard wood forest,

d) Chirpine forest,

e) Oak forest,

f) Upper slopes mixed hardwood forest.

Due to substantial difference in altitude with a short distance, a great diversity of vegetation

exists in the Shivapuri watershed and wildlife reserve area. Out of the total forest area of 8,434

ha, about 82% comprises of Upper slopes Mixed Hardwood type and Chirpine is the second

largest species (Natural Resource Management Plan, SWWR, 1994). Only 1,741.6 ha is in the

Buffer Zone and 6,692 ha. is the protected area by the forest type.

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1.3.7. LANDUSE TYPE

The present status of land use in the Shivapuri Wateshed and Wildlife Reserve area is given

below:

Landuse Type Area covered (%)

Forest 39.1

Agriculture 32.7

Shrub 18.9

Grassland / Shrub 2.6

Grass 3.3

Abandoned 1.9

Other 1.5

Source: Tamrakar, 1993

1.3.8. POPULATION

The entire population of 25 Village Development Committee is estimated to be 90,381 and about

44,108 live inside the watershed area. Out of them 1,590 people are living inside the protected

area and 42,518 people in the buffer zone of the Shivapuri watershed and Wildlife reserve

(Shivapuri Management Plan, 1995). The average household size is 7.1 person in the project area

which is higher than the average household size of other part of rural village of Nepal (Natural

Resource Management Plan SWWR, 1994). The population broadly comprises mainly three

ethnic groups: Tamang, Brahmin / Chhetri and Magar / Gurung. In the same study the average

household size is found highest (8.9 person / hh) for Gurung / Magar / Newar ethnic group where

as the lowest (6.8 person / hh) is for the Tamang ethnic group in 1994.

According to Khatri (1993), 21 percent of the population is below 10 year and 10 percent above

the 59 years age group and age dependency ratio is estimated to be 70. The literacy rate in the

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area is estimated to be 49.3 percent. The people of this area mainly grow paddy, wheat, maize

and millet, of which maize occupies highest crop practices.

1.3.9. ROADS AND INFRASTRUCTURES

The road network system is poor and is 104.5 kilometers in length. There is a ring road of 81

kilometer around the watershed, which was built in 1975. There is also a road network system of

foot trails and trekking routes of 81 kilometer and used by the villagers tourists and trekkers.

These roads are only motor able in the dry season. Twenty-security posts and 111 kilometers

long boundary wall have been constructed for protecting the watershed reserve.

1.3.10. BUFFER ZONE

A zone, usually covering all part of the area adjacent to a protected area, that is managed to avoid

negative consequences of the protected area on local people and vice-versa. In Nepal, legally

buffer zone defined by the 1993 amendment to the National Park and Wildlife Reserves in order

to provide facility for use and regular supply of forest products to the local people.

The SWWR area is divided into protected area of 9,373 ha. inside the boundary wall and 11,864

ha. outside as a buffer zone. The area inside the boundary wall is legally protected. The patch

forest area outside the wall is declared for the community forestry. According to Amatya (1993),

only 1,741.6 is covered by different type of vegetation within the buffer zone. Upper slopes

Mixed Hardwood type occupies the maximum area in the protected area. There are clearly

spatially defined zone called, protected area, southern buffer zone and northern buffer zone.

1.3 OBJECTIVE OF THE STUDY

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As water is indispensable to human lives, the main objective of the study is to know the

management of water resource inside the kathmandu valley. SWWR is the main source of water

supply of water to the Kathmandu valley. Thus, study is carried out in Shivapuri watershed as

well as in Kathmandu too and the main objectives identified are:

·to know the water resource acquisition, utilization, management and conservation of water

resource at Shivapuri as well as to study the problems arising thereof,

·to know the socio-economic status of Shivapuri watershed area,

· to know the present status of water at different sites of the hill viz. western, mid and the eastern

part,

·to know how the streams, springs, rivers and tributaries are being used and managed by the local

people,

· to formulate techniques so as to enhance the present utilization of water towards sustainability,

·to ensure environmental protection and sustainable management of the natural resources in the

Shivapuri watershed area with emphasis on safeguarding the water supply to the Kathmandu

valley,

·to know how the water is being supplied, utilized and managed inside the valley,

· to know how can the water supply to the valley people be increased,

·to identify the steps to be taken by the people for the sustainable water resource management or

integrated water resource management.

1.4 SCOPE

The study area covers SWWR and Kathmandu valley. The major focus on analysis is the water

resource management. Excessive pressure on water resources and its misuse results in declining

water quality, water scarcity, yield acceleration of soil erosion process, loss of aesthetic values

and overall degradation of natural resources. This study seeks to understand how water resource

can be best managed. Water resource is relatively scarce in case of Kathmandu; moreover, the

need to supply water to the ever-increasing population is a major problem. The study aims at

recommending proper utilization and conservation of water resources both in uplands and the

valley, and to ensure environmental protection and sustainable management of the natural

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resources in the Shivapuri area with the emphasis on safeguarding the water supply to the

Kathmandu valley. The study also aims at formulating techniques so as to enhance the present

utilization of water resource towards sustainability.

1.5. LIMITATIONS OF THE STUDY

Water resource management aims at acquisition, distribution, utilization and conservation of

water as well as the legitimate ways of controlling it at the community level. The present study

mainly focuses on the present status of water at different sites of Shivapuri hill, to ensure

environmental protection and sustainable management of the natural resource in the Shivapuri

area and to formulate techniques so as to enhance the present utilization of water towards

sustainability. During a short span of time, many studies about water resource management are

carried out and detail study can still be carried out in future.

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CHAPTER-2: REVIEW OF LITERATURE

2.1 WATERSHED

Watershed is a hydrological area, which has common drainage point (Erickson 1995). Its

boundary being user defined, it may be of various sizes. The starting point of a watershed

is a ridge, which ends up at the lowest point draining all water in a stream or pond. The

term watershed has been understood many people as some areas on high elevation that

could produce large amount of water to lowland and area mostly covered by natural

forest. According to CHUNKAO in 1981, watershed is the land area dealing with water

resource management and rational use of natural resources. Its boundary encompassed by

the individual objectives as well as physical topography of mountain ridge. The process

of runoff and sediment transport controls it.

According to Kelly (1983), a watershed is an area of land that drains into a single

waterway or body of water. Thus a small watershed of few hectares, that drains into a

single point, forms a part of a large watershed may become a major river basin draining

millions of hectares of land. Kelly (1993), Murty et al (1991) and Gardiner and Cole

(1992) have defined watershed is an area of land that drains into a single water way or

body of water, an area from which runoff, resulting from precipitation flows past a single

point into a large stream, river, lake or ocean. The department of soils conservation and

watershed management of Nepal (DSCWM 1987) defines watershed as an area with a

fixed drainage (water) divided as boundary and drained to a common place. It further

says that watershed is an ideal nature unit over which hydrological process are integrated

and for which water balance may be constructed to show the disposal of precipitation into

a number of subsequent form e.g. interception of soil moisture, ground storage, eva-

transpiration and runoff.

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A watershed is a land-based ecosystem with defined area with its own climate and water

resources sustaining a given population of flora, fauna and people. Its rehabilitation often

includes reforestation.

2.2 WATERSHED MANAGEMENT

FAO (1980) has published a field manual of watershed management and planning to provide

basic knowledge and practical approaches to watershed managers and planners. It has mentioned

four level of watershed management planning-national level, regional level, watershed or sub-

watershed level and farmer or community level. The socio-economic (improper land use, shifting

cultivation, over grazing, deforestation), physical (soil erosion, landslide, deposition of sediment

down stream) and technical (poorly planned development activities) are the major problems of

any watershed.

FAO (1980) has emphasized on identification and measurement of down stream benefits. The

watershed management is mainly emphasized on rehabilitation, protection and enhancement of

productivity of watershed area. The watershed rehabilitation aims to stabilize soil and water flow

and to reduce the down stream impact. The watershed protection activities aim to protect upland

watershed to reduce erosion and sedimentation.

The other objective of watershed management is to raise the productivity, which emphasizes on

developing land use practice that improve upland productivity and protect down stream area.

FAO (1980) has stated that the watershed condition of many third world countries is in bad

condition, which constrains the ability to develop a healthy agricultural and natural resource

base. The increasing population of people and livestock on the steep mountain watershed of

Nepal are rapidly depleting existing natural resources.

Bhadra and Allard (1991) have studied the problems of watershed management in Bhutan. They

have pointed out that the overuse of land causes problems of winter fodder. Shifting cultivation

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is very common. High rate of soil erosion is caused by slope land cultivation. Thus, government

is focusing on the intensification of land use rather than its extension. Watershed management in

Bhutan relates mostly to preventive measure of treating and nutrient loss. Tejwani in 1991 has

pointed out that grazing and shifting are practiced extensively in the north eastern Himalayan

zone of India. The increasing pace of development has also caused watershed degradation but

misutilization of land is primary causes of watershed degradation.

Based on the system, DSCWM in 1983 has presented the district watershed condition of Nepal.

It has stated that 25 districts have good condition, 13 districts have marginal condition, 5 districts

have poor condition and 7 district 's watershed condition is very poor.

2.3 LANDUSE

Joshi, 1991, in his study has found out that the degrading ecological condition in Nepal. The

quantity of forest covers has been decreasing. The estimated annual yield of forest is 6.9 million

cubic meters, but the annual demand is about 9.9 million cubic meter. He has further pointed out

that 10.6% dropping area has increased during the period of 1971 to 1981 but the yield has

declined. Nepal has highest livestock population density, which has put additional pressure on

land. Annual erosion is very high especially in grazing land. The increasing demand of food and

livestock population is problems in hilly watershed.

Karim et. al (1993), have studied the landuse dynamics of the Shivapuri watershed area between

1981 to 1983. They have found significant gain and loss on all landuse categories. They have

stated that forest cover has increased at hte cost of shrubland and grassland. Gurung et. al. (1986-

1988), have studied the land slope process in the Chure range of Central Nepal. They have found

out that forest was replaced by agriculture land even up to the critical slope. They have pointed

out that slope as a major spatio-physical factor influencing agricultural landuse.

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Pandey (1995), stated that altitude is one of the important physiographic factors which control

the land use pattern as well as its productivity. The coverage of land use is also different

elevation.

Shah and Schreir (1995), have studied the aims of watershed project. They have stated to

produce inventory of current landuse, climate, socio-economic condition in the watershed are the

aims of watershed project. They are further stated to determine the landuse changes, to identify

major degradation processes are the major theme of watershed project.

Balla and Tiwari (1999) said that watershed management integrates not only erosion control

works and rural development elements, but also involve proper management of natural resources

and human resources into one entity. All the conditions and distributions of land use and

infrastructure effect watershed management.

Tuladhar (1996), found that the relationship between the vegetation and different environmental

factors, altitude aspects and soil in Shivapuri area plays an important role in affecting the

vegetation and climate. Soil characteristics are very much affected by the vegetation cover and

the little deposition.

Bajracharya (1983), from his study found that the loss of forest cover in Pangama village

Panchayat (now VDC) was mainly due to rapid population growth. This growing population

converted forest and into agriculture terraces to provide more food crops necessary for their

survival. Bajracharya remarks that fuel wood is not only the driving for deforestation.

Shrestha (1985-1988), studied the northern portion of the Tinau watershed and found the

intensive use of land due to the concentration of animal and human population. Forest land was

increasingly converted into the agricultural land. Agriculture practice in the marginal land

without proper soil conservation and water management and over exploited by the community

had resulted in the loss of topsoil and caused landslide.

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Thapa and Weber (1990), have studied the upper Pokhara valley watershed with the objectives of

explaining spatial and temporal variation in landuse, existing farming system and its problems.

They have stated that middle hills of Nepal are environmentally hazardous areas. Soil erosion,

landslide, deforestation are the main causes of environmental degradation. They have pointed out

spatio-physical (altitude, nature of topography, slope, temperature, vegetation) and socio-

economic (household size, farm size) factors as the influencing factors of watershed

management.

2.4. REVIEW OF THE STUDY AREA

2.4.1. SOCIO-ECONOMY

Khatrichhetri in 1993 found out that the average household size in Shhivapuri watershed area

was higher than that reported for rural Nepal. Ethnic-wise average household size is found

highest among Gurung/Magar/Newar and lowest among Tamang group.

In Shivapuri watershed area, the male literacy rate is twice as that of female. The sex bias in

literacy rate is more pronounced in the case of small farm households than other type of

household. Literacy rate among Chhetri/Brahmin was found to be the highest followed by

Newar/Gurung/Magar groups, & Tamang group (Khatrichhetri 1993).

Chhetri in 1993 found out that the major crops grown in Shivapuri watershed area are paddy,

wheat, maize, of which maize occupies highest cropped area followed by millet, paddy, wheat

and mustard. The yield level of paddy, wheat, maize, millet & mustard in the study area is found

to be lower than in the hill district's average.

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It was found out that in Shivapuri watershed area, 60% of households do not produce sufficient

grain for their own annual requirements from their agricultural land holdings. It was also

reported that 15% households have food shortages for more than 6 months. It was further

revealed that food shortages are much higher in protected area than other areas.

2.4.2. FOREST VEGETATION

Amatya from his study in 1993 found out that the Shivapuri watershed area is exceptionally rich

in biodiversity in terms of wood and herbaceous flora, lichens, mosses, fern etc. It has a great

potential for providing improved quality and increased quantity of drinking water to the people

of Kathmandu city. The area is very close to Kathmandu and therefore provides a great

opportunity for recreational uses such as trekking, site seeing, and viewing the valley floor and

snow peaks. In order to maintain and enhance the goods and services from the area, conservation

measures are to be taken. Therefore the area inside the wall should be completely protected with

the least interference. Only dead woods should be allowed to be removed to meet the fuel-wood

requirement of the local population. Abandoned lands are to be planted and the bar looking floor

of under stocked Chirpine stands are to be re-vegetated. Landslides and gullies should also be

treated, using bioengineering techniques.

There is a heavy pollution residing in and around the buffer zone, whose needs are to be possibly

met from the area. For meeting the increased requirement of the population, the buffer zone is to

be managed intensively to maximize forest productivity, on a sustained basis. Plantation of

abandoned land, grassland and shrub land, enrichment of under stocked forest area, and tending

of shrub land are to be done to increase the production. To accommodate the need of grazing

land for cattle, some grassland in staggered pattern will be developed for pasture improvement

(Amatya 1993).

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2.4.3. SMALL SCALE ENTERPRISES IN SHIVAPURI WATERSHED AREA

Shrestha in 1993 carried out his study in Shivapuri watershed area to determine the feasibility of

existing small enterprises in the area, identify the new potential income generating areas, analyze

marketing prospects, envisage role of government, NGO's and other agencies, asses socio-

economic study impact with special reference to poorer household, to propose a training package

and recommendations. The study revealed that there are about 160 business scale enterprises in

the area including goat farming, beekeeping, bamboo and nigalo processing, woodworks,

horticulture, vegetable farming, poultry farming, pigery, nursery, sericulture, mills production,

waterwheel, black smithy, tailoring and lodge.

These enterprises are operating on marginal basis. Their technology is traditional and less

productive. The local enterprisers are prepared to switch over from traditional farming to

improved farming including horticulture facilities are not adequately available. Market is not

organized. Although they are prepared to make improvements in existing enterprises and adopt

new lines, lack of finance and technical know-how has proved to be deterrent (Shrestha 1993).

2.5 WATER RESOURCE MANAGEMENT

Water, like energy, is not a single discipline, but the focal point or intersection of several

disciplines. It is a subject of engineering. When its regime is modified by hydro-technical

structures. When the cost and benefits of such modifications are discussed, it becomes a subject

of economics. When its climatological origins are examined, it is a subject of applied physics. If

one wishes to understand how a society uses water, it is an object of anthropological inquiry

(Gyawali, 1989).

For the past few decades, water resources management (WRM) has been an important issue for

donors, governmental organization (GO) and non-governmental organization (NGO) in Nepal.

WRM for the purpose of this research includes the requisition, distribution, utilization and

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conservation of water as well as the legitimate ways of controlling it at the community level.

(Pradhan et. al. 1998).

Thapa and Pradhan (1995), in their book "Water Resources Development, Nepalese

Perspectives" stated that approximately thousand of the rivers are more than 10 km long and

about hundred of them are longer than 160 km. surface water is estimated to occupy 2.7% of the

country's area of which 97% is occupied by large rivers.

According to Peter Sun et. al.,1988, all the countries were concerned that irrational use and

excessive exploitation of natural resources makes sustainable development more difficult and

aggravates environmental deterioration. Resources should be conserved for future generation. It

is necessary to improve the ecological environment.

Water resources play an important role for the economic development of Nepal. The natural

environmental and hydrological conditions availability of water make the development of water

resources potential difficult. Surface water resource is variable in time, space, and quality,

especially in Nepal, with four months of summer-monsoon period followed by eight months of

drought. River discharges vary widely each year, being high during the wet season and low in the

dry period. Besides the hazards of usually large floods from direct and torrential precipitation,

sediment loads transported by the rivers also directly affect the water resources development

works. Water resources development requires conception of a project, its planning, design,

construction and finally operation of facilities to control and utilize water (Shanker,1998).

Dove (1993), has profusely elaborated the relationship between forest people and their rain forest

environment. He concluded that, the nature of the relationship between forest degradation and

under development of the forest people is the reverse of that which is commonly claimed: forests

aren't degraded because forest people are impoverished, rather, forest people are impoverished

by the degradation of their forests and other resources by external forces.

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With a population of twenty million and a staggering population growth rate of 2.2% per year,

the environmental degradation within this beautiful land has reached an alarming level. (Gurung,

1989). Kremen et. al. in 1994, has identified that the goal of integrated conservation of

biodiversity while improving human living standards.

Gyawali in his book, "Water in Nepal" (1989), has mentioned that a lot of falling water isn't

necessarily a natural resource. What makes an aspect of nature something is of immense value to

society is a right synthesis of physical features with social views and values. One cannot have an

economic resource if the physical phenomenon is there but the required social climate is absent.

Resource management issues are human problems that can only be solved with knowledge from

other sciences and managers. Sound management requires agreement on what information is

collected, and how the information is employed in decision making. (Community and Forestry)

According to Shanker, 1998, as water is one of the most important natural resource, it is

necessary to take up integrated water resource development works leading to the all-round

development of the country.

With a fixed supply of water and rapidly increasing demands for water and its services around

the entire urbanized area of the world, sustainability is becoming a more and more difficult goal

to achieve. Integrated water resource management, which means making better use of the

resources to meet current and future demands, is increasingly seen as the answer to this

challenge. (IWRM, 1993)

According to Alford in 1989, he found that the goals of water resource management project must

be consistent with the scale at which the project is undertaken. At the scale of the major river

systems of the region, the Hindu -Kush Himalaya are characterised by large, impersonal forces

well outside the scale of human modification. These are associated with the annual flow of water

into the system as low altitude, monsoon, precipitation, the runoff resulting from that

precipitation, and the intense geomorphic activity in the mountains which provides the bulk of

the sediment transported through the system.

Present investigation shows that the water quality within the Shhivapuri watershed area is

excellent for supplying it as drinking water to the Kathmandu. The dense vegetation cover in the

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Syalmati, Nagmati , Bishnumati and Bagmati sub-watershed ensures a steady flow of water from

the area. The considerably large size of the watershed has been one of the determinates in the

fluctuation of water level and the discharge of the streams in the area. The concentration of the

chemical variables have been found to change with the volume of water in the streams (HMG

1996/97).

CHAPTER-3: METHODOLOGY

PRE-PHASE (PROJECT CONCEPT)

During this phase, basic nature of the project was identified. With the primary objective of

evaluating water resource management, Shivapuri watershed and wildlife reserve (SWWR) was

chosen as project site. Some basic facts like location, area coverage, local communities regarding

the proposed research area were identified. SWWR is known to us as a watershed providing

drinking water to the valley people. As few studies concerned with the water resource

management in the area was available, it was not an easy task to study and assess the water

resource management practices there. With the constant discussion with my supervisor on the

feasibility aspects, the project was selected and approximate objectives were set.

MAP SCALES

In Nepal there are topographical maps at different scales for example map scale 1:25000, map

scale 1:50000 etc. On the topographical maps many features are shown such as cities, villages,

roads & trials, rivers, small streams, contour lines etc. For the watershed management, which is

most directly related with field implementation a more detailed topomaps should be, used i.e. the

topographic map scale with scale of 1:25000. However if more detailed maps are available, that

is even more desirable.

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SECONDARY DATA COLLECTION

The project selection was closely followed by review of literature, which included review of

concepts and theories, and previous research findings. Different accessible resource libraries

(ICIMOD, IUCN, DSCWM, NWSC etc) were approached. The literature review was, however,

carried out between different phases of project, whenever convenient.

RESEARCH DESIGN

Structured questionnaire was prepared (Appendix) comprising general query on water resource

utilization, water conservation, problems associated with water, land use practices etc. and

sample design was selected for the survey based on criteria such as time constraint and density of

households.

FIELD RESEARCH

Study was carried out in the eastern, mid and western side of Shivapuri Hill. Representative

households from each approach were selected by random sampling for the purpose of primary

data collection. Different research methodologies were adopted.

· Structured interview:

Structured questionnaires were administered to randomly sampled households to collect the

required information.

· Identification and discussion with key informants:

Different water experts, water engineers and concerned authorities were identified as key

informants. Pertinent information regarding water resource utilization, potential, conservation etc

was gathered from them during formal and informal discussions.

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ANALYSIS AND EVALUATION:

· Processing of data:

All the data were edited and coded. Then, they were classified and tabulated.

·Analysis of data:

The tabulated data were analyzed. Various secondary data were used for the analysis.

On the basis of tabulated results, final evaluation was done.

CHAPTER-4: PRESENT SOCIO-ECONOMIC STATUS OF SHIVAPURI WATERSHED

AREA

Water resources play an important role for the economic development of Nepal. Thus, the socio-

economic study of Shivapuri watershed area was carried out. Both primary & secondary data

have been used & the following parameters were considered:

1.Population

2.Literacy status

3.Landuse pattern

4.Area, production & yield of major crops.

1.POPULATION

About 44,108 people live in the Shivapuri watershed area. Out of them, 1,590 people are living

inside the protected area and 42,518 people in the buffer zone of the Shivapuri watershed and

wildlife reserve (Shivapuri Management Plan, 1995). The average household size is 7.1 person in

the project area which is higher than the average household size of other part of rural village of

Nepal (Natural Resource Management Plan SWWR, 1994). The population broadly comprises

mainly three ethnic groups: Tamang, Brahmin / Chhetri and Magar / Gurung. The average

household size is found highest (8.9 person / hh) for Gurung / Magar / Newar ethnic groups

whereas the lowest (6.8 person / hh) is for the Tamang ethnic group in 1994.

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According to Khatrichettri (1993), 31.3 percent of the population is below 10 year and 9.9

percent above the 59 years age group and age dependency ratio is estimated to be 70. the

following table illustrates this:

Farm Group Age<10M F T 10-59M F T >59M F T TotalM F T CDR ADR TDR

Marginal 8 9 17 16 12 28 4 2 6 28 23 51 60.7 21.4 82.1

Small 26 35 61 55 56 111 7 14 21 88 105 193 54.9 18.9 73.8

Medium 41 28 69 34 46 108 7 10 17 106 88 194 63.9 15.7 79.6

Large 19 21 40 56 48 104 9 6 15 84 75 159 38.5 14.4 52.9

Total 94 93 187 185 166 351 27 32 59 306 291 597 53.3 16.8 70.1

Percent 31 32 31.3 61 57 58.8 9 11 9.9 100 100 100

where,

CDR=Child Dependency Ratio defined as ( children under 10 years / population of 10-59 years

*100)

ADR=Aged Dependency Ratio defined as ( populatoion aged 60 years & above / population of

10-59 years old * 100)

TDR=Total Dependency Ratio defined as (CDR+TDR).

Obviously water & other natural resources are used more by 10-59 years age group as compared

to <10 and >59 years age group. Thus, the use of natural resources by 10-59 years age group in

Shivapuri Watershed area can be further studied which is not carried out in this survey.

2. LITERACY STATUS

Though the local people have indigenous techniques to conserve water resources, education can

enhance the genius techniques of the acquisition, distribution, utilization and conservation of

water as well as the legitimate ways of controlling it at the community level. According to

Khatrichhetri(1993), literacy rate by sex and household type in Shivapuri Watershed area is

given in the table below:

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Table: Literacy rate by Sex and Household type

Farm groups Male Female Total

Marginal 50.0 38.1 43.6

Small 67.6 26.5 45.4

Medium 61.4 32.8 47.4

Large 72.3 42.1 58.2

Total 65.6 33.3

Depending upon the household type viz. marginal, small, medium & large, it is found that

literacy rate of large household type is greatest & that the marginal one is the lowest. The above

table clearly shows that, males are given more priority for education than the females. As a

whole, 65.5 percent of male, 33 percent pf female and a total of 49.3 percent are literate ones in

the Shivapuri Watershed area (Fig. 1).

3.LANDUSE PATTERN

With the coverage of about 215 sq. km, Shivapuri Watershed area stretches between 8 to 10 km

from north to south & between 20 to 10 km from east to west. The protected area, demarcated by

a peripheral wall surrounding its reaches is of 97.36 sq. km. According to Amatya (1993), area

by land use in Shivapuri Watershed area is given in the table below:

Table: area by land class (land use) in hector:

Land class Protected area Buffer zone area Total area Percent

Forest 6,692.0 1,741.6 8,433.6 39.1

Agriculture 755.4 6,309.8 7,065.2 32.7

Shrub 1,638.9 2,437.6 4,076.5 18.9

Grass / Shrub 262.2 289.2 558.4 2.6

Grass 74.3 640.9 715.2 3.3

Urban ----- 225.3 225.3 1.0

Water ----- 33.1 33.1 0.2

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Abandoned 284.9 133.0 417.9 1.9

Landslide 21.8 53.7 75.5 0.3

Total 9,736.5 11,864.2 21,600.7 100.0

According to above table, it is obvious that forest area covers 39.1% which is the greatest area

according to the land use pattern. This is one of the major factors which prevents erosion in this

area. Thus, to every visited site, there was no severe sign of erosion. Water covers 0.2% of the

total area, but due to intense vegetation, streams, springs and tributaries originate in many places.

According to the villagers, there is enough water for utilization during the monsoon whereas they

face a little problem during winter (esp. from march to may). Agriculture covers an area of

32.7% and there is no proper irrigation system. Most people in this area are dependant on rain

water for irrigation, while some use waste water for irrigation (Fig 2).

4.AREA, PRODUCTION & YIELD OF MAJOR CROPS BY FARM STRATA

Major crops grown in Shivapuri Watershed area are paddy, wheat, maize, millet & mustard. It is

important to know the amount of water needed by certain crops for its proper growth. Though

the irrigation system in this area is poor, proper use of water under certain circumstances can

lead to the increase in productivity because there is a plenty of water resources in this area.

According to Khatrichhetri (1993); area, production and yield of major crops by farm strata in

Shivapuri Watershed area is given below:

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CHAPTER-5:WATER RESOURCES ACT, 2049-AN ACT MADE FOR SUSTAINABLE

WATER RESOURCE MANAGEMENT:

An Act Made To Provide for the management of Water Resource

Preamble

Whereas, it is expedient to make arrangements for the rational, utilization, conservation,

management and development of the water resources that are available in the kingdom of Nepal

in the form of surface water, underground water or in whatsoever form, and

Whereas, it is expedient to make timely legal arrangements for determining beneficial uses of

water resources, preventing environmental an other hazardous effects thereof and also for

keeping water resources free from pollution.

Now, therefore, the parliament has, on the twenty first year of His Majesty King Birendra Bir

Bikram Shah Dev enacted this act.

1.Short title and commencement:

1.This act may be called "Water Resources Act, 2049".

2.This act shall come into force on such date as His Majesty's Government may, by a notification

published in the Nepal gazette, appoint.

2.Definition:

Unless the subject or the context otherwise requires, in this act-

a) "Water Resources mean the water that is available in the Kingdom of Nepal in the form of

surface water, underground water or in whatsoever form.

b) "Beneficial Uses" means rational uses of the water resources within the available means and

resources.

c) "Licensee" means the individual or the corporate body which has obtained the license to use

water pursuant to Section 8.

d) "Users Association" means Water Users Association constituted pursuant to Section 5.

e) "prescribed" 0r "As Prescribed" means prescribed or as prescribed in the rules made under this

act.

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3.Ownership on Water Resources:

The ownership of the water resources available in the Kingdom of Nepal shall be vested in the

Kingdom of Nepal.

4.Utilization of Water Resources

1) No person shall be entitled to utilize the water resources without obtaining a license under this

act.

2) Notwithstanding anything written in sub-section(1), no license shall be required for the

following uses of water resources-

a) for one's own drinking water and other domestic use on an individual or collective basis,

b) for the irrigation of one's own land on an individual or collective basis,

c) for the purpose of running water-mill or water grinder as cottage industry,

d) for the use of a boat for local transportation,

e) for the use as prescribed, of the water resources confined to a land by the owner of such land,

3) A person or a corporate body making use of water resources shall make its

beneficial use without causing damage to other.

5.Constitution of water users association

1) Persons willing to make use of water resources for collective benefits on an institutional basis

may form a water resources Association in a manner as prescribed.

2) The water users association, constituted pursuant to sub-section (1) shall be registered in a

manner as prescribed before the prescribed authority.

6. Formation of Water users association

1) Users association shall be an autonomous corporate body with perpetual

Successions.

2) Users association shall have a separate seal of its own for the purpose of its all functions.

3) Users association may, as an individual, acquire, utilize, sale or arrange by any means any

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movable or immovable property.

4) Users association may sue as an individual or be sued in its name.

7. Priority on the utilization of Water Resources:

1) While utilizing water resources following priority order shall , in general, be followed :

a. Drinking water and domestic uses;

b. Irrigation;

c. Agricultural Uses such as animal husbandry and fisheries;

d. Hydroelectricity;

e. Cottage Industry, industral enterprises and lining uses,

f. Navigation;

g. Recreational uses;

h. Other uses;

2) If a dispute arises while utilizing water resources, the prescribed committee shall, on the basis

of priority order as set out in sub-section (1), the beneficial use made of the water resources in

accordance with subsection (3) of section 4 and also by conducting other necessary enquiries,

decide as to whether or not in what manner such use could be made.

3) The decision made by the prescribed committee pursuant to sub-section (1) shall be valid to

all concerned authorities.

4) The procedure of the committee, as prescribed pursuant to sub-section (2) while deciding on

matters mentioned on that sub-section, shall be as prescribed .

8. Provisions Relating to License:

1) An individual or a corporate body, who desires to conduct survey or to utilize water resources,

shall be required to submit an application to the prescribed officer or authority along with the

economic, technical and environmental stydy report and with other prescribed particulars

provided that such study report shall not be required to be appended while applying for the

license to conduct the survey of water resources.

2) On receipt of an application pursuant to sub-section (1), the prescribed officer or authority

shall conduct or cause to conduct necessary enquiries and issue a license to the applicant by

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prescribed within 30 days of the receipt of such application in the case of license for conducting

survey of water resource and within 120 days in the case of license for the utilization of water

resources in accordance with the priority order a set out in sub-section (1) of section 7.

3) An individual or corporate body who is utilizing water resources prior to the commencement

of this Act shall be required to submit an application along with the prescribed particulars to the

prescribed officer or authority within one year from the date of the commencement of this Act

except otherwise provided in sub-section (2) of section 4.

4) On receipt of an application pursuant to sub-section (3), the prescribed officer or authority,

after conducting necessary enquiries, shall issue a license according to the format as prescribed,

within 60 days of the receipt of such application.

5) The license is obliged to pay charge or annual fee as prescribed to His Majesty's Government.

6) In case a license wishes to sell or otherwise transfer his license, he shall be required to obtain

the approval from the prescribed officer or authority.

9. Utilization of water Resources for Hydro-electricity:

1) Notwithstanding anything written in section the prevailing laws shall govern resources and its

utilization for the generation of hydro-electricity.

(2) With regard to the generation of the hydro-electricity, the utilization of water resources and

other related matters should be done in accordance with this Act.

10.His Majesty's Government may utilize or develop water Resources:

(1) Nothing mentioned in this Act shall be deemed to have prevented His Majesty's Government

from utilizing or developing Water resources on its own.

(2) His Majesty's Government may, for purpose of extensive public uses, acquire and develop

water resources and the land, building, equipment and structures relating there to be utilized by

any person under this act.

Explanation:

(3) His Majesty's Government shall pay compensation as prescribed to the concerned person for

the land, building, equipment or structures relating to the utilization of water resources taken

over by it pursuant to sub section(2).

(4) The amount of compensation payable pursuant to subsection (3) shall be determined on the

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basis of the current price (after deducting wear, tear and depreciation) of the land, building,

equipment and structures owned by His Majesty's Government.

11. Water resource development project may be turned-over:

1) His Majesty's Government, on terms and conditions as are necessary, turn-over to the users

association any water resources project constructed pursuant to sub-section (1) or (2) of section

10 after its completion.

2) The concerned users association shall have the ownership over the project turned over to

pursuant to sub-section (1) and the concerned users association shall operate such project as if it

has got license under this act.

12. Contract may be entered into for the utilization of water resources:

Not withstanding anything written elsewhere in this act, His Majesty's Government may, subject

to the prevailing law, enter into a contract with any national or foreign company, cooperate body

or person to develop or cause to develop or cause to develop, utilize and extend the services of

any water resources on such terms and conditions as mentioned in such contract.

13. Power to fix the terms and conditions of the use of the service and to realize the service

charge:

1) The licensee may make available services generated out of the use of water resources

developed on its own way to any other person on the basis of mutual terms and conditions and

realize the charge in consideration of such services rendered to them.

2) In case where the services generated out of the use of the use of water resources developed by

His Majesty's Government is made available to any other person, the service charge may be

fixed as prescribed, and may be realized in consideration of services rendered to them.

14. Services may be stopped:

For a customer who is in default of the payment of the charge for the utilization of services or

who utilizes the services unauthoritatively or who misuses the services or who acts in

contravention of the terms and conditions, the services to such persons may be stopped.

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15. To enter into others' premises:

If His Majesty's Government or the licensee requires to enter into anyone's premises in

connection with the survey or utilization of the water resources, the employee of His Majesty's

Government or the licensee may enter into such premises only after giving prior notice to the

concerned person. In case any loss or damage is caused due to such entry, His Majesty's

Government or the licensee shall pay compensation, as prescribed for such loss and damage.

Provided that such employee may, without giving prior notice, entered into the concerned

premises to rescue for any accident or if there is a reasonable ground to suspect that water

resources is being unauthoritatively used or misused in such premises.

16. Utilization and acquisition of other's land and House:

1) If it is required that the land or house of any person be used or acquired for the purpose of

performing any of the following function, the licensee may submit an application to His

Majesty's Government.

a) For the construction of a dam or barrage,

b) For the construction of a canal, ditch or tunnel,

c) For the construction of water tank on the surface or for laying pipe,

d) For the construction of ponds or installation of water distributing center,

e) For performing any other necessary work related to the development of water resources.

2) On receipt of an application pursuant to sub-section (1), His Majesty's Government may, after

conducting necessary enquiries into the matter, make available such land or houses in the same

manner as it makes available to any corporate body under the prevailing laws.

3) If construction work relating to the development and utilization of water resources has been

performed by His Majesty's Government or a licensee, His Majesty's Government may prohibit

to use the premises of a house or land located in the area where such construction work is

performed or the premises of a house or land located in the prescribed distance from such place

of construction Majesty's Government or the licensee shall pay compensation, as prescribed, to

the concerned person for such damage or loss caused due to such prohibition.

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17. Security of structure related to the utilization of water resources:

1) His Majesty's Government may make necessary arrangement for the security of any structure

related to the utilization of water resources, on the request of the licensee of by itself, if it seems

it necessary to provide such security.

2) If security arrangement is made pursuant to sub-section (1) on the request of the licensee, al

the expenses incurred for such security shall be borne by the licensee.

18. Fixing of Quality standard of water Resource:

1) His Majesty's Government may, by a notification published in the Nepal Gazette, fix the

necessary quality standard of water resources for various uses.

2) While making use of water resources, the quality standard as prescribed under sub-section (1)

shall be maintained.

19. Water resources not to be polluted:

1) His Majesty's Government may, by a notification published in the Nepal Gazette, prescribe

the pollution tolerance limit of the water resources.

2) No one shall pollute water resource by way of using or putting any litter, industrial wastes,

poison, chemical or toxicant to the effect that the pollution tolerance limit of the water resource

as prescribed in sub-section (1) is exceeded.

3) The prescribed authority may, as required, examine or cause the examination to determine as

to whether or not the water resource has been polluted or the quality standard as prescribed

pursuant to sub-section (1) of section 18 has been maintained.

20. Not to cause Substantial Adverse Effect on Environment:

While utilizing water resources, it shall be done in such a manner that no substantial adverse

effect be made on environment by way of soil erosion, flood, landslide or similar other cause.

21. License may be cancelled:

1) If the licensee performs any act in contravention of this act or rules made hereunder, the

prescribed authority may issue an order to the concerned licensee by prescribing necessary

improvements to be made on such activity within the specified period.

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2) If the licensee makes no improvements within the prescribed period pursuant to sub-section

(1), the prescribed authority may cancel the license of such person.

3) Prior to the cancellation of license pursuant to sub-section (2), the prescribed authority shall

give the licensee a reasonable opportunity to explain his innocence.

22. Penalties:

1) The prescribed authority may impose a fine up to an amount of five thousand rupees to any

person who acts in contravention of this act or rules made hereunder. If damage is caused to

anybody due to such act, compensation for such damage shall also be realized from such person

by the prescribed authority.

2) If any person generates, transmits or distributes electricity without obtaining license, which is

required to be obtained under this act, without observing the terms and conditions set forth in the

license, the prescribed authority may impose a fine up to five thousand rupees and ask such

person to close such activity.

3) If a person steals, misuses or uses unauthoritatively the services developed out of the water

resources pursuant to this act, such person may be punished with a fine as per the worth value of

the object and the value f such object shall be realized from such person by the prescribed

officer.

4) If any person causes adverse effect, demolishes, destroys or causes harm otherwise with

intention to any source of drinking water, canal or any surface related to the utilization of water

resources or induces to do the said acts or attempt to do so, such person may be punished with a

fine as per the value of the object and the recovery of the value of such object from such person

or with imprisonment up to ten years or both.

23. Appeal:

Any person who is not satisfied on the decision of the compensation pursuant to sub-section 10,

15 or 16 or the decision of the cancellation of license pursuant to section 21 or an order of the

punishment issued by the prescribed authority pursuant to sub-section (1), (2) or (3) of section

22, an appeal against such decision or order may lie in an appeal against such decision or order

may lie in an Appellate court within a period of thirty-five days.

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24. Power to make rules:

1) His Majesty's Government may frame rules in order to carry out the objective of this act

2) Without prejudice to the generality of the powers conferred by sub-section (1), His Majesty's

Government may frame rules, in particular, on the following subjects:

a) Matters relating to drinking water, irrigation, navigation, industrial and recreational uses and

matters related to similar uses of water resources.

b) Matters related to conservation of water resources and the control of flood and soil erosion.

c) Matters relating to conservation of environment.

d) Matters relating to fee, charges etc payable to His Majesty's Government for the utilization of

any service related to water resources.

e) Matters relating to the prevention of pollution of water resources.

f) Methods of various uses of water resources.

g) Matters relating to the setting standards of services, generated from the utilization of water

resources.

h) Matters relating to accident caused by the utilization of water resources and enquiries into

such matter and matters relating to compensation thereof.

i) Matters relating to users association and other matters related to users including protection and

facilities to be provided to the users.

j) Other necessary matters relating to the development and utilization of the water resources.

25. Repeal and Saving:

1) The canal, electricity and related water resources act, 2024 is hereby repealed.

2) Any act done under the rules and order made under the canal, electricity and related water

resources act, 2024 prior to the commencement of this act, shall be deemed to have been done

under these acts.

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CHAPTER-6: RESULTS AND DISCUSSIONS

6.1 INTRODUCTION:

The use of water in human life is varied. It is essential for myriads of activities in which we're

increasingly involved. By its presence in the atmosphere, it tempers the sun's heat, the rain that

falls scours the hills & carries the sediment into the river valleys & deltas, the stream remove

almost unbelievable amounts of solid matter from the rocks in solution & carry these dissolved

materials into the sea to concentrate them (Sharma 1985).

In terms of volume, the availability of water in Nepal is tremendous. The nature of terrain offers

several locations where interventions could be made to tap & make productive use by

hydropower generation, enhance food security through irrigation, provide flood mitigation, &

derive navigation & other benefits. These prospectus make water the most viable natural

resource to be developed for Nepal's well being. Due to the nature of physical settings, climate &

hydrological characteristics about which the level of understanding is rather poor, but gradually

improving, interventions have to be made in a cautious manner (Thapa & Pradhan 1995).

Shivapuri watershed and wildlife reserve is the major watershed catchment area that provides 2.3

million litres of drinking water to kathmandu everyday. Different types of study related to water

resource management in this area were carried out under different headings.

6.2 SOCIO-ECONOMIC STUDY OF THE APPROACHED SITES

Study was carried out dividing the Shivapuri hill into three different divisions viz. western

approach, middle approach and eastern approach. Two different sites at each approach was

considered for the study.

6.2.1 WESTERN APPROACH

Two different sites viz. ward no-7 and ward no-9 of Dadagau was considered and the study was

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carried out. Lying at an altitude of 1800m, ward no-7 of Dadagau VDC was made the first site

for study. Water in this area was brought from "Balbikash samash primary school", where a

spring originates. Here the water isn't supplied from Shivapuri Jaldhara. Water is used especially

for cooking, bathing, washing, drinking, irrigation (waste water). Water supply is adequate

during monsoon and scarce during the driest month of the year (March to May). Sanitation

system isn't good i.e. no good toilet system, so chances of fecal contamination of water due to

runoff. Major crops cultivated in this area are maize, millet and paddy. Use of compost and

inorganic fertilizer (urea) for cultivation, but no use of pesticide. According to the villager's

suggestion, the problem of scarcity of water can be solved by building a reservoir or a tank for

the collection of water. Wild boar from the protected area causes a major problem by eating their

crops and hence, decreasing the productivity. According to the villagers, the protected area has

created a lot of inconvenience for e.g. public vehicles aren't allowed to enter inside (only allowed

to enter after paying the tax), people aren't allowed to bring fodder from the protected areas etc.

Ward no-9 of the same village (Dadagau) was made the second site for the socio-economic

study. It lies at an altitude of about 1860m and the water supply is from the Shivapuri jaldhara .

Water is made to collect in a 5000L tank which was given by Tom Criss. There is enough water

for utilization and very often there is problem during driest month (when the spring dries up and

no water remains in the tank). Major crops planted are maize, wheat, millet and paddy. The

vegetables grown in this area are green vegetables, pea, cauliflower etc. Use of fodder as fuel

wood, which is to be stolen from the protected area. Poor sanitation system exists so chances of

fecal contamination of water due to runoff. Compost as well as Urea used for agriculture

purpose. The compost is kept for a period of 6 months. The villagers are dependant on the

rainwater for irrigation. Water supply in this area is comparatively more than in ward no-7

because there is no any tank in ward no-7 (for collection of water) and also ward no-9 lies at

higher altitude than ward no-7. Thus in ward no-7, plenty of water is wasted and in times of

drought, there is no water for drinking also whereas in ward no-7, water from the spring is made

to collect in a 5000L tank, so during times of drought (small duration) also, villagers are at least

provided with drinking water.

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6.2.2 MIDDLE APPROACH

Shivapuri village eco-tourism and conservation farm, an eco-tourism center, is located at an

altitude of 2020m. There is a presence of very thin settlement & study was carried out in

Shivapuri village eco-tourism and conservation farm, which covers an area of 500 ropanies.

Spring water source, which is about a kilometer away from the site, is connected with a pipe and

made to collect in a 1000L tank. There is a plenty of water for utilization and no any problems of

scarcity throughout the year. The vegetables grown in this area are cauliflower, carrot, radish,

bean, pea, cabbage, green vegetables etc. Crops aren't grown here, so there is no use of organic

fertilizer i.e. compost is only used which is prepared by themselves. The sanitation system is

very good. The land is never kept bare i.e. cultivation is done quickly after harvesting.

Degradable wastes are composted whereas non-degradable wastes are sent to kathmandu. Fodder

as well as gas stoves are used as fuel-wood. Fodder is to be stolen from the protected area.

Problems causing animals are Deer and wild Boar. In comparison with the past years, the present

state of water is decreasing. Actually this site is built for the promotion of tourism in this

protected area. Mountain view from this area seems very beautiful and thus, this farm is

successful in attracting the tourist towards it. This farm consists of many facilities such as good

sanitation system, gas stoves, solar heater etc. Water supply in this area is adequate and still use

of water for other purposes such as Laundry, Gardening, Fishery, building water fountain etc can

be done.

Lying at an altitude of 1500m, Taulun is another place located at the middle approach of the

Shivapuri hills. Here also the human settlement is very thin and study was carried out in "Nagi

gumba"(a monastery where Buddhist monks stays). Water is brought from two different streams

and collected in three different tanks each of 3000L capacity. There is plenty of water for

utilization and sometimes problems may arise during the driest month (only if it occurs for

longer period). Though the reservoir has a capacity 0f 9000L, water scarcity may occur because

the number of water users group is high i.e. number of monks is high. Water is used mainly for

cooking, drinking, bathing, gardening, cleaning monastery, irrigation etc. vegetables grown are

green vegetables and cauliflower.

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Fodder used as fuel-wood and fodder to be stolen from the protected area.

6.2.3 EASTERN APPROACH

Mulkharka was made the first approach from the eastern side of the hill. Ward no-6 of the

sundarijal VDC was considered for the study. The sundarijal sub-watershed is the biggest and the

most important catchment for drinking water supply in Kathmandu. From the streams viz.

Bagmati, Nagmati & Shyalmati, water is channeled through pipelines to reservoirs in Sundarijal.

Within the watershed, the sensitive settlements of Okhreni and Mulkharka are situated at the

upstream of Sundarijal reservoir. In Mulkharka, there is plenty of water for utilization and very

little problem may arise during the driest month. But also, water is enough for drinking, cooking

and washing during that period also. Vegetables grown in this area are green vegetables, onion,

and cauliflower. The major crops grown are maize, wheat and paddy. Monkeys and wild boar are

the major problems, which destroy crops and vegetables. Thus plenty of bare land were seen i.e.

very less land were only cultivated due to the threat of monkeys which ate crops even during the

daytime also! For the vegetables compost is only used and for the crops both compost as well as

Urea is used. Fodder used as fuel and is to be stolen from the protected area. Good sanitation

system in this area and a project for good sanitation system was carried out by SIWDP (1995).

Wastes are haphazardly disposed but the problem of wastes in Mulkharka is not the main

problem as the settlement here is not so thick. According to one of the villagers, the present state

of water in the area is degrading because the villagers cut the vegetation around the spring that

results to drying of spring. As compared to few years before, water is less accessible because

during winter also enough rainfall used to occur, thus recharging the spring. Whereas now there

is no enough rainfall during winter so sometimes there is problem during the winter. The main

uses of water are cooking, washing, bathing, irrigation (by clean water not waste water). Animals

reared are cows, buffalos, goats etc. Animals are either grazed in private land (where there is no

cultivation) or grazed inside the protected area. Lands were found bare because monkeys caused

too much problems that people gave up agriculture and started opening hotels. Conflict of water

may arise and at such time, either wealthy or stronger people receive more water than poor and

weaker ones.

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Sundarijal buspark, which lies in ward no-9 of Sundarijal VDC, was located as another site from

the eastern approach. There is no any problem of water throughout the year i.e. there is enough

water for utilization. Compared to past few years, discharge of Bagmati has greatly decreased but

there is no any change in the supply of water resources i.e. neither increasing nor decreasing. As

the slope is very steep, water from the spring has such a great potential that, if the tap is kept

closed, the pipe will burst out. Thus the tap is always left open, but there is no any tank for the

storage of water. So there is huge wastage of water in this area i.e. the conservation practice is

very poor. There are so many springs that each house has its own spring (except the one who

can't afford) and the cost of bringing the spring water is about Rs.10,000 to Rs.15,000. Most of

the people here are dependant on business than agriculture i.e. opening shops & hotels.

Cultivation is done for their own use only i.e. not for selling. Vegetables grown are onion, green-

vegetables, potato (little). Compost is used whereas Urea is avoided as crops are rarely grown.

Here stoves are found to be used by most of the households rather than fodder and gas stoves.

The sanitation system is good. Wastes (biodegradable) are buried inside the earth to make

compost and the compost preparation time is about 4 to 5 months.

6.3 WATER RESOURCE FROM SHIVAPURI WATERSHED & WILDLIFE RESERVE

Shivapuri is one of the main source of drinking water to the Kathmandu valley. About 30 million

liters of water per day are tapped from the Bagmati, Nagmati, Bishnumati, Sanla, Mahadev and

Tusal khola. Water courses into reservoirs at Sundarijal, Panomuhan, Tokha, Alle, Dhakel chaur

and Panchmane and is fed through pipelines to Kathmandu. The quality of water originating

from the headwaters in the Shivapuri watershed and wildlife reserve is clean and unpolluted

(NWSC, 1999). Water from these streams is also used for irrigating during the dry season.

Water demand in Kathmandu is estimated to be at least 126,300 m3 per day (NWSC 1999) in the

dry season to about 120,000 m3 per day in the rainy season. Surface water supplied from the

Shivapuri watershed varies from an estimated 24,000m3 per day in the dry season to 54,000m3

per day in the wet season, or between 35% and 45% of the total water supplied to the Kathmandu

valley (NWSC 1999).

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The average water production in Shivapuri watershed area is given in the table below:

Streams and water tapping reservoirs Month Average Average water production

unit Oct Nov Dec Jan Feb Mar Apr May Jun July Aug

Thulo khola, Alle khola, Bounde & Bhandare, Balaju Reservoir L/sec 228 171 114 85 98 65 102

91 144 802 808 318 27.4 ML per day

Bishnumati, Panimuhan, mahaarajgunj reservoir L/sec 236 167 105 108 75 88 125 120 176 1033

1159 412 35.6 ML per day

Sundarijal (Bagmati, Nagmati & Syalmati) Mahankalchour reservoir L/sec 106* 587 616 551

568 366 705 655 2045 4501 3802* 1896 163.8 ML per day

As shown in the above table, the average water production from Balaju, Maharajgunj and

Mahankalchour reservoirs are 27.4 ML/day, 35.5 ML/day and 163.8 ML/day respectively. It is

obvious that the average water production of the Mahankalchour is the highest of all the three

reservoirs, which covers about 69% of waater supply in the valley. The volume of water

collected inBalaju, Maharajgunj and Mahankalchour reservoirs during the month March ( the

driest month) is 5600 m3, 7600 m3 and 31000 m3 respectively. Whereas in the month July (

monsoon), the volume of water collected in the three reservoirs are 69300 m3, 89300 m3 and

388800 m3 respectively.

Total water received from the Shivapuri watershed in the three major reservoirs are given in the

table below:

Reservoirs Source Capacity of Reservoir water supply per day to Kathmandu valley Average

(ML/day)

(a)

Water supply % from total water demand of Ktm Valley (140ML/day)

(b)

(a/b*100)%

Dry (ML/day) wet (MLday)

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Balaju Thulo khola, Alle khola, Bounde & Bhandare 3600 3.0 8.0 5.5 3.9

Maharajgunj Bishnumati, Panimuhan 5000 2.5 5.5 4.0 2.9

Mahankalchaur Sundarijal (Bagmati, Syalmati & Nagmati) 9000 15.0 25.0 20.0 14.3

Total 1,43,600 20.5 38.5 29.5 21.1

Table:total water received from Shivapuri watershed in 3 major reservoirs.

The total capacity of water reservoir is 1,43,600 m3. These reservoirs are located at 3 different

places viz. Balaju, Maharajgunj, Mahankalchaur. Water supply per day to the Kathmandu valley

isn't constant. Obviously it is more in rainy season and less in dry season i.e. 38.5 million L/day

in rainy season and 20.5ML/day during the dry month. Taking average of both the seasons, an

amount of 29.5 ML/day water is received fromShivapuri watershed in the 3 major reservoirs.

Water supply in form of percent from total water demand of Kathmandu valley i.e. 140ML/day

is just 21.1%.

Given below is the table of total water production in Sivapuri watershed area and quantity of

tapped water to the three major reservoirs.

Liter/sec ML/day Percent

Total water production from shivapuri watershed area 2626

226.7

100

Total water quantity tapped by NWSSC from the watershed 341.4 29.5 13.0

Untapped quantity of water from the southern slope of the watershed 87.0 3.31

As shown in the above table, the total water production from Shivapuri watershed area is 2626

liter/sec. In terms of day, it amounts to 226.7 million L/day which is equivalent to 100%. The

total quantity of water tapped by NWSSC from the watershed area is just 341.4 liter/sec. In terms

of day, it amounts to 29.5 million liter/day which is equivalent to just 13%. Untapped quantity of

water from the southern slope of the watershed is 87.0 L/sec which is equivalent to 3.31%.(Fig

4).

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The total water demand and the consumption of water in the Kathmandu valley is given in the

table below:

Liter/sec ML/day Percent

Total water demand for kathmandu valley(NWSSC) 1620.0 140 100

Total water consumption from shivapuri watershed to Kathmandu 341.4 29.5 21.1

1620 liter/sec is the total amount of water demand for kathmandu valley (NWSSC,1999). In

terms of day, it is 140 million liter/day, which is equivalent to 100%. But the total water

consumption from Shivapuri watershed to Kathmandu is just 341.4 liter/sec. In terms of day, it is

29.5 ML/day, which is equivalent to 21.1% only. It is obvious that (100-21.1)% of water i.e.

78.9% demand of water by the kathmanduits is still a major problem. This seems awkward in

case of Nepal, which is the second richest country in water resources all over the globe. Such

problems arise mainly due to lack of funding, lack of awareness among the people for water

resource conservation and wise utilization, poor economic status of the country, absence of

concrete plan at the decision-making level, interference in the development works by different

national and international agencies, political unstability inside the country etc.(Fig 3).

6.4 UTILIZATION OF WATER RESOURCE INSIDE THE VALLEY

Shortage of drinking water is a serious problem in Kathmandu. Present water demand in the

valley is about 140 MLD, whereas production is only 80 to 90 MLD during dry season. It has

also been estimated that the rate of water demand is increasing by 6 MLD every year. Leakage of

40% is making the situation more complicated (NWSC 1999). In spite of this problem, drinking

water is being used for several non-drinking purposes such as flushing toilets, washing, watering

the garden and vehicle cleaning. This is a waste of valuable and scarce resources.

While interviewing the different experts, it was found out that the use of water by the valley

people are for the following purposes:

1.drinking and cooking,

2.dishwashing,

3.bathing/showering,

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4.laundry,

5.cleaning,

6.gardening,

7.toilet flushing.

For valley people, the quality of water for above mentioned purposes haven't been defined. In

some places, chlorinated water (used for drinking) is used for washing, bathing, cleaning,

laundry, gardening & even toilet flushing, whereas some places aren't accessible to the NWSC

water supply and don't have chlorinated water for drinking also. This is mainly due to lack of

awareness among the people. It is necessary to conserve water at the household level.

For practicing water conservation at the household level, it is necessary to first understand the

amount of water being used for different purposes. Table below shows an example of quantities

and different use of drinking water in a typical European house. It indicates that of total water

consumption, only 2% is used as drinking water, the rest 98% serves the purpose of cleaning and

hygiene. About 33% of high quality drinking water is poured into the toilet each day, although

for this purpose use of low quality water is sufficient.

Liter per person per day Purpose of use Quality requirement

3 Drinking and cooking Highest quality

10 Dishwashing High quality

57 Bathing/showering High quality

20 Laundry High quality

7 Cleaning Low quality

3 Gardening Low quality

45 Toilet flushing Lowest quality

It is now high time for Kathmandu residents to act to make the best use of the little water we

have. Public awareness about water resource & conservation must be made a major issue. People

need to think how water can be saved and be best utilized.

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NEPAL WATER SUPPLY CORPORATON (NWSC)

NWSC is an organization, which was set up to serve the people with the potable drinking water

and well managed sewerage system. The organization thus has very great responsibility toward

the people. Drinking water is not only the basic need of the valley, but it is a universal need.

Water is important not only for human beings, but for animals too. On the other hand, the

sewerage system has its own importance. For a healthy environment, there should be good

sewerage system.

Water production in Kathmandu valley in the month Aug/Sep 1993 is given in the table below:

Yearly Average Production in MLD Daily average production in MLD

S.N. Name of system Surface Ground Total Average Surface Ground Total

1. Tri-Bhim Dhara Balaju 8.00 3.00 11.00 3.64 3.64

2. Bir Dhara Bansbari 14.00 4.00 18.00 24.14 24.41

3. Sundarijal-Mahankalchour 2617.92 371.04 2988.96 41.79 5.88 47.67

4. Dudhpokhari 2.01 2.01

5. Sundarighat 4.40 0.28 4.68

6. Pharping 22.10 22.10

7. Chapagaun 10.10 10.10

8. Bhaktapur Mahadev Khola 3.84 3.84

9. Dhobighat

10. Bode 2.10 2.10

11. Locanthali 0.17 0.17

12. Koteshwor 0.08 0.08

13. Manohara 1.42 1.42

Total 112.02 9.93 121.95

Sundarijal-Mahankalchour is a major system which produces an average of 2988.96 MLD of

water per annum (surface water contributes 2617.92 and ground water contributes 371.04 MLD).

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Daily average production of surface water is about 112.02 MLD (including all the thirteen

systems), ground water contributes to about 9.93 MLD. Therefore in total, the daily average

production of water in the month Aug/Sep 1999 is about 121.95 MLD.

Production of water from surface sources is given in the table below:

Name of system Name of source Minimum yield L/M Actual monthly production (ML) Daily

average production (MLD) Remark

Tri-Bhim Dhara Alle, Bounde, Bhandare, Panchmane 776.96 24.28

Mahadev Khola Mahadev Khola

Bir Dhara System Shivapuri, Bishnumati 125.12 3.91

Sundarijal Nagmati,Bagmati, Syalmati 13.61 611.2 19.10

New JICA line 16.08 726.08 22.69

Dudhpokhari Dudhpokhari,Dhobighat 1395.84 64.32 2.01

Nakhu NakhuKhola 1800 83.2 2.60

Lunkot Lunkot 1250 57.6 1.80

Pharping Satmul, Sesh Naraya, Kutorimul 19.83 707.2 22.10

Chapagaun Basukimal,

Nallu Khola,

Muldol pump 2.6

2.8

2.5

83.2

96

80 2.60

3.00

2.50

Pharping well Chhareghare pump 1.9 64 2.00

Dhobighat water spout Water spout 0.95 32 1.00

Mahadev khola (Bhaktapur) Mahadev Khola 0.16 122.88 3.84

Total 4492.66 2116.48 113.43

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Reservoir wise production of water in the Kathmandu valley is given in the table below:

Reservoir Capacity of reservoir (m3) Average daily supply (MLD) Remarks

Balaju 3600

Mahankalchor 8500 22.30

Bansbari 2000

Bhajangal 900

Kirtipur 200

Dhobighat 1800

Sundarijal 800

Sainbhu 2700

Tahakhel

Bansbari

(Bhaktapur)

2500

Bode 1000

Total 29000

The capacity of reservoir as a whole (total) in Kathmandu valley is 29,000 m3. Average daily

supply of Mahankalchour is 22.30 MLD. The average daily supply of other reservoirs isn't

available.

Comparative operating data of water supply through different year viz. 1990, 1999 and 2000 is

given in the table below:

Water

Supply Years 1990 1999 2000

Production capacity (MLD) inside Kathmandu valley outside Kathmandu valley 120

95

25 182

125

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57 224

130

94

Water demand (MLD)

inside Kathmandu valley outside Kathmandu valley 145

120

25 214

160

54

259

165

94

Average daily production (MLD) inside Kathmandu valley outside Kathmandu valley 102

80

22 155

105

50 200

110

90

Leakage waste 40% 38% 37%

Total population served 7,50,000 16,38,000 17,06,000

6.5. 1.AN OVERVIEW OF NWSC'S ROLE INSIDE THE KATHMANDU VALLEY

NWSC (Nepal water supply corporation) consists of two water supply systems inside

Kathmandu valley. The first system is the old system which is situated at Sundarijal buspark ,

while the latter is the new system, situated at Mahankal. The old system was built in 6th October

1966, inaugurated by H.E. The prime minister of India Smt. Indira Gandhi, which was

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constructed under the Indian Aid Programme jointly by His Majesty's Government & Indian Aid

Mission. Here the water from different streams viz. Bagmati, Nagmati & Shyalmati is collected

in a storage tank having a capacity of 19.6 million Liter / day (calculated in terms of whole year

not season cause seasonal fluctuation occurs but the capacity remains the same). Later on in

1993, a new system was carried out by a project named Mahankal Chaur Project or JICA project.

The capacity of this new system is 26 million Liter / day.

Sundarijal reservoir makes use of surface water whereas Mahankal reservoir makes use of both

the surface water & ground water resource. During monsoon, there is much more water than in

winter. Thus it is estimated that about 45.6 million L / day of water is collected in the reservoir

during the monsoon and about 30 million L / day is collected in the reservoir during the driest

month. Capacity of different plants supplying water to Kathmandu valley is given below (Fig 5).

Name of Plants Capacity (million L/ day)

Sundarijal 19.6

Mahankal 26.0

Bansbari 22.0

Balaju 10.0

Total 77.6

Supply of water from different plants in monsoon and in the driest month is shown in the table

below:

Name of plant Water available during monsoon (m L/day) Water available during the driest

month (m L/day)

Name of Plant Water available during monsoon

(m L/day) Water available during the driest month (m L/day)

Sundarijal 19.6 10.4

Mahankal 26.0 19.6

Bansbari 22.0 9.0

Balaju 10.0 6.0

Total 77.6 45.0

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6.5.2. DISTRIBUTION OF WATER RESOURCE IN THE VALLEY

Mahankal project or JICA project supplies water to more than 60% area of the whole Kathmandu

valley. Some of the area in which water from mahankal isn't received are Maharajgunj,

Dhumbari, Chandole, Lainchaur, Paknajol, chhetrapati and to the west of Bishnumati river.

Remaining core area of the valley is supplied with this water.

6.5.3. DISTRIBUTION NETWORK

During the period of Rana regimes, pipes were brought (old pipes) from rivers directly to their

houses & distributed to some people whom they ( Rana) like. These were known as 'Tribhim

Dhara', 'Bir Dhara' etc. As time passed by, the population increased and the demand for water

also increased rapidly. Reservoirs at different places were constructed & several pipes were built.

There was mixing of old and new pipes so, chaos type of network was formed. This type of

network is relatively poor & is a major problem for supplying water. Such poor network leads to

leakage of water, contamination of water and uneven distribution of water. As population

increased, demand of pipes also increased and more pipes were brought into network so there is

a chaos in the core area of Kathmandu valley. Moreover; such network avoids isolated systems

i.e. if isolated system exists, supplied water can be distributed to concerned area only and there

would be no much problem of water. But in absence of such isolated systems, water is stolen,

contaminated, leaked etc.

6.5.4. DISTRIBUTION PROBLEM

a) There is no exact place for distribution of water due to chaos network system.

b) Poor network system,

c) Absence of isolated system.

Moreover; leakage also contributes to loss of water to be supplied in the valley. Leakage is not

only the water coming out from the old pipes, but if the collected revenue from a certain area

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becomes less than the cost required to supply the water in that area, it is also included in the

leakage. The cost of electricity (because of running water motors) to NWSC as a whole amounts

to Rs.40 to 50 lakhs per month i.e. 4.8 crore to 6 crore per annum. Leakages from the pipes and

reservoirs are about 15% and in total leakage account to 40%, which is thought to reduce to 38%

now. The capacity of the tank in Mahankal is 98 lakhs liter.

6.5.5 TREATMENT OF WATER

Old system of water treatment in Sundarijal, which treats surface water only, includes the

following process:

a) Aeration,

b) Flocculation / coagulation,

c) Sedimentation,

d) Filtration,

e) Disinfection.

Mahankalchour consists of new treatment systems & facilitates both surface and ground water

treatment. It includes bio-filtration process in treating the ground water, rest all the processes

used in Sundarijal is also used here.

Present study shows that the water quality within the Shivapuri Watershed is excellent for

supplying it as drinking water to the Kathmandu valley. The dense vegetation cover in the

Shyalmati, Nagmati, bishnumai and Bagmati sub-watersheds ensures a steady flow of water from

the area. The considerably large size of the watershed has been one of the determinants in the

fluctuation of water level and discharge of the streams in the area. The concentrations of the

chemical variables have been found to change with the volume of water in the stream (HMG

1996-1997).

6.5.6 CHALLENGES FACED BY NWSC

The challenges faced by NWSC are too many but summarily, they are:

a) Shortage of water for rapidly growing population, especially in Kathmandu valley urban areas

including the capital.

b) Very old network system in place but still in use, contributing to a high leakage percentage

(system loss), demanding immediate up-grading.

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c) Financial resources constraints to meet ever growing demand/aspirations from the public.

d) Strengthening institutional capacity to fulfill customer's expectation in the new millennium.

e) Need to compete with the private utilities in the coming years.

6.6 CONSERVATION OF WATER:

6.6.1 RAINWATER HARVESTING:

Rainwater use can be an effective solution to water shortage and reliable source of water for

areas short of surface and ground water. In most Hindu Kush Himalayan (HKH) countries, water

scarcity has become a limitation for social and economic development and the situation will

worsen if nothing is done immediately to improve the water supply. In the past, the emphasis

was on the development of surface and ground water resources. These sources are becoming

exhausted in many areas. Shortage of surface water and fast depletion of the groundwater table

has reached an alarming situation many countries. Afghanistan, Pakistan, China and India are

already feeling the severity of the problem. China has taken a lead in using the third kind of

water resource, i.e. rainwater, which is renewable and has tremendous potential to meet the

growing needs in future.

6.6.1.a. ADVANTAGES OF WATER HARVESTING:

Rainwater catchment utilization (RWCU) has certain advantages over surface or groundwater

development. Some of these are stated below:

a) The cost of RWCU is only 1/6 to 1/8 of water brought a long distance haul by truck.

b) The investment for a RWCU irrigation system can be repaid within 4-5 years.

c) Decrease in runoff due to water exhaust by RWCU will only be 0.1-0.5% of total river flow.

d) Rainwater is usually less polluted than surface or ground water .

e) Rainfall is usually widely distributed and is generally available close to home unlike river

water or deep underground.

f) Rainwater projects are simple. They can be built by users themselves with some input from

outside.

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6.6.1.b. DIFFERENT TYPES OF RAINWATER HARVESTING:

The different types of rainwater catchment / collection systems include the following:

a) Rooftop

b) Concrete lined surface

c) Cement lined surface

d) Plastic film, both exposed and covered with soil

e) Compacted soil

f) Roads/runways/paved surfaces

6.6.1.c. WATER HARVESTING IN KATHMANDU VALLEY:

Though water harvesting is a new technology to Nepal, its demand is increasing in a very high

rate. Now government and experts have started to collect rainwater to solve the drinking water

problem in the Kathmandu valley. About 12 km towards north from Kathmandu and towards

northeast of Shivapuri watershed; stone, fences and cement have been used to build a reservoir

for collecting rainwater. About 50m long and 4m high reservoir has been built. According to the

concerned authorities, until Melamchi comes, the problem of drinking water can be solved to

some extent. Water in this reservoir is made to collect in Sundarijal reservoir , which is finally

collected in the Mahankalchour reservoir.

If 1.5% of the total land inside the valley is made as reservoirs to collect the rain water, then the

problem of drinking water inside the valley can be solved. If this is done 'Melamchi' is not

necessary (Gyawali 2001). Water demand inside the valley is 15 crore liter/day. But the

government is able to provide only 6-7 crore liter of water per day (including ground and surface

water). The capacity of NWSC to store water is 13 crore liter, while in Kathmandu alone, 10

crore liter of water per day is the must.

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6.6.1.d CONCLUSION

Sustainable harvesting of local water, including rainwater, offers the best hope of meeting the

challenges of the growing water crisis. For this, appropriate policy incentives and support and the

use of indigenous knowledge and traditional water management systems will be essential.

Experience from China has shown that, appropriate programs and policy incentives for

harvesting rainwater and local water sources at the household and small community levels can

not only boost food production, but can also help local people to increase their income within a

very short time. Year-round availability of water through water harvesting programs for

domestic use will also greatly reduce the drudgery of women and children who, otherwise, have

to walk long distance up and down the mountain tracks to fetch water.

Climate, culture and civilization are critical determinants in meeting the needs for water. The

challenge lies in reviving the traditional wisdom of the local people and their water management

systems and using them as a basis to develop and impart efficient local water (including rain

water) harvesting and management systems. As such, optimum and efficient use of harvested

water is an integral part of ensuring that water harvesting systems are adaptable and sustainable.

This includes the selection of right type of crops e.g. orchards and vegetables, and irrigation

systems with greater efficiency. It is advisable to limit the use of stored water to drinking,

cooking and dish-washing when the water level in the domestic storage system is not

replenished.

6.6.2. GREY WATER TREATMENT: AN OPTION FOR WATER RECYCLING

It is an acknowledgement fact that there is a huge scarcity of water inside the Kathmandu valley.

Over extraction of ground water has already shown adverse effects like drying if traditional

water sources and deteriorating the water quality even in the deep aquifer. Recently it has been

found that recycling of Greywater is an effective way to water resource management.

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6.6.2.a RECYCLING OF GREYWATER

Blackwater and Greywater can be separated easily; only a separate plumbing system is needed.

Greywater is comparatively less polluted than blackwater. Its composition varies greatly with

lifestyle: family size, age of residents, eating habits, detergents used, etc. Compared to combined

sewage, Greywater usually contains much less nutrients (nitrogen and phosphorus) and

pathogens since Greywater is not contaminated directly by human excrement. Therefore it can be

treated and reused where potable water is not required, like irrigation and flushing toilets. The

total water demand for a home could be reduced by 60% by instituting Greywater recycling

system (Sanitarsytemtechnik, 1994).

6.6.2.b GREYWATER TREATMENT TECHNOLOGY

Greywater treatment methods have been developed worldwide during the last two decades. The

greywater treatment systems vary from simple filtration prior to sub-surface irrigation and more

advanced methods producing water of swimming water quality. In Berlin, development and

testing of various greywater treatment systems is motivated by limited ground water resources

(Sanitarsystemtechnik,1991).

The center for Applied Ecology Schattweid, Switzerland, and the University of Wisconsin, USA,

have developed simple nature-based plant and sand-filter systems for Greywater handling (Heeb

and Zust, 1991; Schonborn and Zust,1994; Siegrist and Boyle,1981). Multi-stage rotating

biological contractor (RBC) and Plant covered vertical soil filter system were practiced in Berlin

since 1989 (Nolde,1996).

6.6.2.c DESCRIPTION OF GREYWATER TREATMENT PLANT:

Suppose the three-story house built at an area of about 222 square meters land is occupying

nearly 75% of the land for the house, remaining 25% is maintained as a garden. A family with

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seven members is living in the house whose water consumption is about 1000 liter per day. It

produces about 500 liters of Greywater everyday. The Greywater consists of wastewater from

bathroom, shower, washing machine, and wastewater from kitchen. For the separation of

Greywater from Blackwater, separate plumbing was fixed for wastewater from kitchen,

bathroom, and washing machine. Thus separated Greywater is collected into a settling tank for

further treatment.

6.6.2.d COMPONENTS OF GREYWATER TREATMENT SYSTEM:

It consists of the following units:

a) Settlement tank (500 liters) as a pretreatment.

b) Feeding tank (200 liters).

c) Constructed wetland.

a) Settlement tank as a pretreatment: pretreatment is necessary as the Greywater contains hair,

grease and soap that can cause problems in the following treatment process. The system contains

of a 500 liter settling tank, with two chambers as a primary treatment. In this tank, solids settle

and materials like grease and hair float. In addition, anaerobic digestion reduces the organic

matter content. It reduces the suspended solids by more than 50% thus minimizing the risk of

clogging the filter beds. Overflow of the settlement tank is connected to the feeding tank.

b) Feeding tank:

A feeding tank of 200 liters capacity collects the primary treated Greywater for intermittent

loading of the filter beds. Once the tank is full, the Greywater is flushed into the main filter bed

through hydro-mechanical action. The system does not use any electric device.

c) Constructed wetland:

Vertical subsurface flow constructed wetland is the main treatment unit of this system. It is a

rectangular brick box of 6m(L)*1m(B)*1m(H). The bottom layer (20cm) of the bed consists of

gravel (20 to 40 mm) as a drainage layer and the main layer (80 cm) coarse sand is used just

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above the gravel layer. The bed is planted with Phragmites karka (Narkat) and Canna sp. Water

is distributed into the bed 3 to 4 times a day through a 25 mm diameter perforated pipe that is

fixed at the middle of the bed just above the surface level. The inlet distribution pipe is

connected to the feeding tank. The system utilizes the coarse sand for infiltration, while plants

absorb nutrients and promote growth of microorganisms. When the water is flushed into the bed,

it moves vertically through the bed and collects at the bottom. Finally the treated water drains out

through a perforated pipe and collects in an underground tank for further use.

6.6.2.e EFFICIENCY OF TREATMENT PLANT

The system has been operating since April 1998 with excellent results. Elimination of nutrients

and organic components are quite similar even after 2 years of operation. Effluent quality of

BOD, COD and ammonia are far below the permissible limit set by European countries for

effluent water discharge into inland surface water. Though 99.99% of fecal coliform are removed

by the system, there is still significant number of fecal coliform in treated water. Therefore the

water is not suitable for drinking, but for irrigation and toilet flushing this number is quite

acceptable. The number of fecal coliform can be eliminated through simple disinfection if

needed.

6.6.2.f USE OF TREATED WATER:

The treated Greywater is pumped into an overhead tank connected to the toilet system. Similarly,

it is also being used for watering the garden and vehicle washing. Such house can save nearly

400 liters of water everyday. The cost of constructing and operating such system is about NRs.

25,000. The system only needs some care like removing the weeds from the wetland; trimming

the plant once a year, and removing the sludge from the settlement tank once a year. Sludge can

be dried up and used as compost for kitchen garden.

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6.6.2.g CONCLUSION

This study concludes that the Greywater recycling is feasible in Kathmandu's houses, apartments

and hotels where small land is available. It can help solve Kathmandu's water shortage problem

to some extent and also contribute to minimizing surface water pollution.

6.6.3 CREATING PUBLIC AWARENESS FOR CONSERVATION OF WATER

In 'Panga' city of Kirtipur, there is a tradition that the tap should be open for the whole night.

Nearby people are used to hearing the sound of falling water and easily fall asleep by enjoying

the sound of falling water. This is an example to illustrate that public awareness to conserve

water is too poor. Most of the people, in general are used to spend a huge amount of water (than

actually needed) for bathing/showering, flushing toilets, dishwashing etc; use chlorinated

(drinking) water for gardening, toilet flushing etc for which low quality water can work. In

Sundarijal area also, water flows from tap continuously. If the tap is closed, pipe burst out due to

immense pressure. But there is no any tanks or reservoirs for the collection of water and making

out the best use of it. The following steps can be undertaken for conservation of water resources

inside the valley:

·Cleaning up of natural streams and rivers:

As there are several streams and rivers inside the Kathmandu valley, these can be seen as an

alternative for water resource utilization such as cloth washing, dishwashing, vehicle washing

etc. Before two decades ago, most of the people in Kathmandu valley used to depend upon

streams and rivers but now the pollution of these rivers and streams are very severe. Several

steps can still be carried out for cleaning these rivers and streams. It might take a long time as

these water sources are heavily polluted but after a certain period of time, this water sources can

be used for low purpose use such as laundry, dishwashing etc. This in turn will result in

sustainable water resource utilization of the surface water resource inside the valley.

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·Use of water conservation technology/strategy:

In public places such as hotels, hospitals, schools etc. modern technology can be used for water

resource conservation. For e.g. electronic taps (using electronic sensor which will automatically

pour water if the hand is inside the tub and stop pouring if the hand is outside the tub) can be

used. This hasn't yet been used in case of Kathmandu, but in some parts of India, it is extensively

in use. Such conservation technology need to be used in our Kathmandu also. On the other hand,

in toilets and bathrooms, water cistern which can let the desired amount of water to clean up, can

be used for the effective utilization of water resource at the household level.

·Proper Network System

The network system used for the distribution of water resource by NWSC is very chaos. Old and

new pipes are mixed together in several places. So there is no proper place for the distribution of

water, which is one of the main problem of NWSC. Thus, an attempt should be made by the

government and the public to develop an effective networking system.

·Implementing proper plans for effective distribution of water

Water distribution in the valley is very uneven. The main reason behind this fact is that many

houses make use of motors for withdrawing water. This can be controlled by implementing

proper plans such as -off the electricity during the time of water supply so that distribution of

water to every places is the same.

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·Maintaining Leakage

15% of the tapped water is lost due to leakage in pipes and reservoirs. Most of the necessary to

prevent the water loss and contamination of water (with drainage canals). Moreover; 25%

leakage is due to activities like water stealing and other activities, which results in the collection

of the revenue less than the cost required to supply water. Thus, proper steps are to be taken for

maintaining leakage.

6.7 MELAMCHI-AN ALTERNATIVE WATER SOURCE TO KATHMANDU VALLEY

It has been confirmed that tunneling the water from Melamchi can serve as an alternative to

quench the thirst of Kathmanduities. It will be at least 6-7 years, if not more, before water from

Melamchi starts flowing through our taps. Over extraction of ground water has already shown

adverse effects like drying of traditional water sources and deteriorating the quality even in deep

aquifers.

6.7.1 AN OVERVIEW OF MELAMCHI PROJECT

A long term water supply Development Project for the Kathmandu valley towns was initated in

the late eighties under which pre-feasibility studies identified (in 1991) the Melamchi river

outside the valley in the north-east, 45 km away from the valley and lying in the neighboring

Sindhupalchowk district. It is one of the important tributaries of Indrawati river and the run-of-

the-river diversion scheme was proposed near Melamchi gaon (village), near Helambu. The

system under proposal is a 26 km tunnel, 12-16 sq. m. cross sectional area carrying 10 cu.m of

raw water (ultimate under gravity) runs to the Mahankal gaon near Sundarijal water treatment

plant site. A new water treatment plant is to be constructed to treat 170 MLD raw water that will

be serviced to the five municipal towns including the capital and the adjoining villages in and

around the valley. Other works will include the construction of 16 big service reservoirs at high

points, bulk transmission (Distribution Trunk Mains), urban distribution network system

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rehabilitation inside the core areas, etc. The feasibility study gave the project cost estimated to be

around US $ 275 million (in 1991) and now up-dated to be around US $ 460 million. Detail

engineering design is currently underway on this mega project. Many

countries/bilateral/multilateral/lending agencies development Banks are ready to finance His

Majesty's government for this Melamchi Project till the completion stage, which should bring in

additional 170 MLD of drinking water. The full development of the long term water supply

project in 3 stages e.g. Melamchi river (170 MLD), Yangri river (170 MLD) and Larke river

(170 MLD) will bring in a total of 510 MLD water to the Capital, which will be sufficient till

2030 A.D..

6.7.2. PROBLEMS ASSOCIATED WITH MEAMCHI

a) It is very costly.

b) A long tunnel of 26 km can cause many problems such as leakage. Some argue that in an

earthquake prone zone like Nepal, the earthquake might damage the tunnel and such an

expensive project would go in vain.

c) There is huge financial problem. First of all World Bank agreed to give loan, but later they

claimed that NWSC must be privatized for getting the loan. Later Asian Development Bank

(ADB) also attempt to finance Melamchi Project, but now they've also suggested to privatize

NWSC. While privatizing NWSC has both merits and demerits.

6.8 INTEGRATED WATER RESOURCE MANAGEMENT:

Given below is the figure of Integrated water resource management which is found to be true in

case of Kathmandu.

NATURAL WATER RESOURCE SYSTEM floods droughtspollution HUMAN ACIVITY

SYSTEM

Ambient improved water water

Air water demand for

quality human

uses

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WATER RESOURCE MANAGEMENT SYSTEM INSTITUTIONS AND ORGANIZATIONS

With a fixed supply of water and rapidly increasing demands of water and its services in

Kathmandu valley, sustainability is becoming a more and more difficult goal to achieve.

Integrated water resource management, which means making better use of the resources to meet

current and future demands, is increasingly seen as the answer to this challenge.

As shown in the above figure, integrated management involves understanding of three

interrelated systems. Both a thorough understanding of the natural water resource system and

detailed knowledge of how human activities affect and are affected by the natural system are

needed to make the management system work.

Due to pollution caused by the human activity (such as deforestation) in the natural water

resource system, severe impacts such as droughts and floods occur. In Shivapuri watershed area,

human activity in polluting the natural water resource system isn't so severe as it is a protected

area. Thus, there is minimal chance of floods and droughts to occur. Similarly, natural water

system is present in the atmosphere (air) in the form of clouds, water vapour, dew etc. Water

resource management system must aim at the use of natural water resource system (such as using

rivers, streams, rainwater harvesting) and then return the improved water quality again back to

the natural water resource system. In case of Shivapuri watershed area, as the pollution is not so

severe, improved water quality is returned in the atmosphere. It is obvious that water is

indispensable to human life. Thus, there is a great demand of water. To fulfill this demand,

NWSC is the main organization responsible to supply water to the people of Kathmandu valley.

As such, the integrated water resource management in case of Kathmandu valley involves

understanding of three systems (shown in the above figure), which are interrelated systems.

Although water management problems and issues differ with different contexts, for e.g., urban or

upstream watersheds, the underlying challenges to integrated water management remain the

same-how to achieve the sustainability in providing needed water services to the expanding

populations and economics of the Kathmandu.

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CHAPTER-7: SUMMARY

The study about water resource management is carried out in the Shivapuri watershed area via

eastern, mid and western approach. It is found that in eastern side (Sundarijal), there're many

springs, streams, tributaries and rivers in comparison to the western and middle side of the hill.

Thus, there is plenty of water in eastern side and there is no problem of water throughout the

year, whereas in the middle and western side, water scarcity may arise during the driest month.

In many places, it is found that people are dependent on spring water resource. As the area is

exceptionally rich in biodiversity in terms of woody and herbaceous flora, lichens, mosses, fern

etc, it has a great potential for providing improved quality and increased quantity of drinking

water to the valley people and surrounding local people around & inside the protected area.

Water is used especially for drinking, cooking, washing, bathing and irrigation. Water supply is

adequate during monsoon and scarce during the driest month. In monsoon, water from the tap

flows throughout the day, whereas in the driest month, some of the places face huge water

scarcity problems. For proper utilization of water and to get rid of the problems during the driest

month, water must be collected in a tank or reservoir so that the water isn't wasted. Major crops

grown in Shivapuri watershed area are paddy, wheat, maize, millet and mustard. Wild boar, deer

and monkeys caused lots of troubles. Compost and inorganic fertilizer (urea) are used for

cultivation, but pesticides aren't.

The total amount of water received from Shivapuri watershed in the three major reservoirs viz.

Balaju, Maharajgunj and Mahankalchour is 20.5 million liter per day during the dry season and

38.5 million liter per day during the rainy season. The total water production from Shivapuri

watershed area is 2626 liter per second i.e. 226.7 million liter per day, whereas the total quantity

of water tapped by NWSSC from the Shivapuri watershed area is just 341.4 liter per second i.e.

29.5 million liter per day.

The total water demand for the Kathmandu valley is about 140 million liter per day. But the total

water consumption from the Shivapuri watershed to the Kathmandu is just 29.5 million liter per

day. Valley people use water for many purposes such as drinking, dishwashing,

bathing/showering, laundry, cleaning, gardening and toilet flushing. People aren't aware about

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the proper utilization of water resources, thus it is necessary to practice water resource

conservation at the household level. It is now high time for Kathmandu resedients to make best

use of the little water we have.

NWSC is an organization, which was set up to serve the people with potable drinking water and

well managed sewerage system. The total capacity of the major plants viz. Sundarijal,

Mahankalchour, Bansbari and Balaju is about 77.6 million liter per day. Water available during

monsoon is 77.6 million liter per day and in the driest month is 45.0 million liter per day. The

distribution problem faced by NWSC is that there is no exact place for distribution of water due

to chaos network system. Leakages also contributes to loss of water. Pipes and reservoirs leakage

account to 15% and in total leakage account to 40%, which is thought to reduce to 38% now.

The treatment plants located at Sundarijal and Mahankalchour makes use of process such as

aeration, flocculation/coagulation, sedimentation, filtration, disinfection. Mahankalchour

includes bio-filtration process in treating the ground water. There are many challenges to be

faced by NWSC such as shortage of water for rapidly growing population, very old network

system still in use, financial resource constraints etc.

Conservation practice of water resources is a must for integrated water resource management. In

a country like Nepal, where monsoon is favorable, rainwater use can be an effective solution to

water shortage and reliable source of water for areas short of surface and ground water. There are

many advantages of rainwater harvesting such as low cost, less polluted, simple to operate etc.

Though water harvesting is a new technology to Nepal, its increasing in a very high rate. Now

government and experts have started to collect rainwater to solve the drinking water problem in

the Kathmandu valley. Thus, sustainable harvesting of the rainwater, offers the best hope of

meeting the challenges to the growing water crisis.

Greywater treatment technology is also an approach towards conservation of water which is an

option for water recycling. The greywater consists of wastewater from bathroom, shower,

washing machine and wastewater from kitchen. This greywater is allowed to pass through

settlement tank, feeding tank and constructed wetland. The cost of constructing and operating

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such system needs some care. Thus, greywater recycling is feasible in Kathmandu's houses,

apartments and hotels where small land is available. It is a must for creating public awareness for

conservation of water .

Tunneling water from Melamchi can serve as an alternative to quench the thirst of

Kathmanduities. Melamchi river is about 45 km away from the valley. The system under

proposal is a 26 km tunnel, 12-16 sq. m. cross-sectional area carrying 10 cu. m of raw water. The

cost is thought to be around US $ 460 million. The full development of the long term supply

project in three stages will bring in a total of 510 MLD of water to the capital, which will be

sufficient till 2030 A.D. There are various problems associated with Melamchi such as high cost,

leakage in the tunnel, financial problems etc.

Integrated water resource management involves understanding of three interrelated systems.

Both a thorough understanding of the natural water resource system and detailed knowledge of

how human activities affect and are affected by the natural system are needed to make the

management system work.

CHAPTER-8: CONCLUSIONS AND RECOMMENDATIONS

The Shivapuri watershed situated at the north end of the Kathmandu valley is an important

catchment supplying most of the water demand of the Kathmandu valley. According to NWSSC

(1997), Shivapuri watershed fulfills approximately 21% to 22% of the total drinking water

demand of the Kathmandu valley. Due to intense vegetation cover, there're many springs,

streams, tributaries and rivers in this area. Water supply is adequate during monsoon and scarce

during the driest month. Water resource conservation practices in this area is poor. The total

water production from Shivapuri watershed area is 226.7 million liter per day, whereas the total

quantity of water tapped by NWSSC from watershed area is just 29.5 million liter per day. But

the total water demand in the valley is about 10 million liter per day. NWSC is an organization,

which was set up to serve the people with potable drinking water and well managed sewerage

system. NWSC is able to supply 77.6 million liter water per day during the monsoon and about

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45.0 million liter water per day during the driest month. There are many problems faced by

NWSC such as leakage, old network system, shortage of water for rapidly growing population.

Water harvesting and Greywater treatment technology are two major processes adopted for the

integrated water resource management, which is feasible in case of Kathmandu valley. Melamchi

is also an alternative to supply water to the valley people but it has many problems such as high

cost, leakage, financial problems etc. Althoug sustainability of water resource is becoming more

and more difficult goal to achieve, integrated water resource management is increasingly seen as

an answer to this challenge.

Based on short scheduled visit, the following general needs were assessed and the

recommendations were made accordingly.

·Upland water resource management:

It is obvious that water collected for the distribution of valley people is the water coming from

the uplands (Shivapuri watershed area). Thus, proper water resource management at uplands is

very essential. It is found that the water conservation practice in Shivapuri watershed area is

relatively very poor. In many places, water comes from the tap throughout the day but this water

isn't collected in a tank or reservoir. So, plenty of water is wasted at this level. Thus, water at this

level should be conserved and utilized properly.

· Development of proper sanitation system

The sanitation system in the uplands is found to be very poor. More than 50% of the sampled

households (sampled) aren't facilited with the toilets. Thus, there is a high probability that the

downstream people are affected by the fecal contamination of water. As such, proper sanitation

system should be developed for effective water resource management.

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· Water harvesting:

As monsoon is favorable in case of Nepal, rainwater use can be effective solution to water

shortage. There are different ways to collect rainwater such as ferro cement jar rooftop

harvesting, traditional spring water harvesting, cement-plastered storage tank for rainwater

harvesting, rooftop water harvesting etc. In case of Kathmandu, rooftop water harvesting can

prove to be very effective. If 1.5% of the total land inside the valley is made as reservoirs to

collect the rainwater, then the problem of drinking water inside the valley can be solved. If this is

done, Melamchi is not necessary. (Gyawali 2001). As such sustainable harvesting of rainwater

offers the best hope for meeting the challenges of the growing water crisis.

·Greywater recycling:

Greywater recycling should be integrated in apartment and new housing. Institutions like schools

and colleges should be aware about this technology. They should install this technology to

recycle their water and also provide research facility for students. This type of technology should

be used by hotels that use water intensively for different purposes. Awareness should be built

from the grass-root level to policy level for replication of this technology.

·Cleaning up of natural streams and rivers:

As there are several streams and rivers inside the Kathmandu valley, these can be seen as an

alternative for water resource utilization such as cloth washing, dishwashing, vehicle washing

etc. Before two decades ago, most of the people in Kathmandu valley used to depend upon

streams and rivers but now the pollution of these rivers and streams are very severe. Several

steps can still be carried out for cleaning these rivers and streams. It might take a long time as

these water sources are heavily polluted but after a certain period of time, this water sources can

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be used for low purpose use such as laundry, dishwashing etc. This in turn will result in

sustainable water resource utilization of the surface water resource inside the valley.

·Use of water conservation technology/strategy:

In public places such as hotels, hospitals, schools etc. modern technology can be used for water

resource conservation. For e.g. electronic taps (using electronic sensor which will automatically

pour water if the hand is inside the tub and stop pouring if the hand is outside the tub) can be

used. This hasn't yet been used in case of Kathmandu, but in some parts of India, it is extensively

in use. Such conservation technology need to be used in our Kathmandu also. On the other hand,

in toilets and bathrooms, water cistern which can let the desired amount of water to clean up, can

be used for the effective utilization of water resource at the household level.

·Proper Network System:

The network system used for the distribution of water resource by NWSC is very chaos. Old and

new pipes are mixed together in several places. So there is no proper place for the distribution of

water, which is one of the main problem of NWSC. Thus, an attempt should be made by the

government and the public to develop an effective networking system.

·Implementing proper plans for effective distribution of water:

Water distribution in the valley is very uneven. The main reason behind this fact is that many

houses make use of motors for withdrawing water. This can be controlled by implementing

proper plans such as -off the electricity during the time of water supply so that distribution of

water to every places is the same.

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·Maintaining Leakage:

15% of the tapped water is lost due to leakage in pipes and reservoirs. Most of the necessary to

prevent the water loss and contamination of water (with drainage canals). Moreover; 25%

leakage is due to activities like water stealing and other activities, which results in the collection

of the revenue less than the cost required to supply water. Thus, proper steps are to be taken for

maintaining leakage.

·Creating public awareness:

Most of the people, in general are used to spend a huge amount of water (than actually needed)

for bathing/showering, flushing toilets, dishwashing etc; use chlorinated water for gardening,

toilet flushing etc for which low quality water can work.. Thus, creating public awareness among

the general public about the importance of water resource management is a must.

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ANNEX

CHECKLIST

QUESTIONNAIRES TO THE VILLAGERS:

District__________________ VDC_________________ Ward No_____

Village__________________ Respondent Full Name__________________

Household Survey:

1.Do you have enough water for utilization?

2.Where is the water supply from?

3. Do you face water problems? If yes, mention the time i.e. months in which you face such

problems. What can be the solutions of such problems?

4. Do you have water harvesting/storing tanks in your house or communities?

5. Since how long has your family lived here?

· 0-7 years

· 8-20 years

· 20 years +

· Migrated recently

6. Do you think that the present status of water in your area is degrading? If yes, what is the main

factor responsible for this? What can be the solutions to such problems?

7. How do you get fuelwood?

· From forest

· From private forest

· Purchase

· Own Land

· Others

8. What type of changes do you perceive in water resource accessibility now as

compared to the past years?

9. What type of fertilizers and pesticides do you use in your agricultural field?

10. If you use compost, how do you prepare it?

11. How is the sanitation system?

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12.Where do you discharge the wastes?

13.What are the landuse types practiced in these areas?

· Forestry

· Agriculture

· Grassland

· Agro-forestry

· Horticulture

· Bee-keeping

· Fishery

16. How is the irrigation handled in the field?

17. How can the water resources in the area be best utilized?

QUESTIONNAIRES TO EXPERTS:

1. What is the present status of water accessibility inside Kathmandu valley?

2. What is the main reason behind the scarcity of water in the valley?

3. How can the water resource be best utilized?

4. How can water be made available to every households of the Kathmandu

valley?

5. What are the possible techniques that can be implemented for the

conservation of water resources inside the valley?

6. What are the main on-going functions, objectives and problems of NWSC?

7. Is Melamchi the only remaining alternative of water resource to the valley?

If yes, what are the problems associated with Melamchi? If not, what can be the Other

alternatives?

8. What is the must for sustainable water resource management at the household

level?

9. What are the plans and policies to be developed for Integrated water resource

management?

GRAPHS:

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